[
    {
        "id": "authors:ky0h5-00w60",
        "collection": "authors",
        "collection_id": "ky0h5-00w60",
        "cite_using_url": "https://authors.library.caltech.edu/records/ky0h5-00w60",
        "type": "article",
        "title": "Spectral scaling method using transfer functions for site-specific ground motion simulations",
        "author": [
            {
                "family_name": "Zengin",
                "given_name": "Esra",
                "orcid": "0000-0002-6543-4526"
            },
            {
                "family_name": "Kohler",
                "given_name": "Monica D.",
                "orcid": "0000-0002-4703-190X",
                "clpid": "Kohler-M-D"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Roh",
                "given_name": "Becky"
            }
        ],
        "abstract": "This study presents a spectral scaling method that utilizes transfer functions to generate ground motions for larger magnitude earthquakes using data from smaller events or swarms occurring in the same seismic source region. The method is based on Aki's theory of universal similarity of earthquake radiation in which the Fourier amplitude spectra (FAS) of far-field radiated body waves can be approximated as a truncated power law with frequency, and far-field body-wave displacements scale as the moment-rate function together with constants that account for radiation pattern and geometric spreading. Assuming self-similarity in earthquake source properties, an FAS of a smaller magnitude earthquake can be scaled through a transfer function to predict the FAS of a larger magnitude earthquake. We assessed the performance of our spectral scaling approach by analyzing large datasets from the 2019 Ridgecrest and 2010 El Mayor-Cucapah earthquake sequences, comparing it with the performance of a commonly used ground motion model (GMM). The results demonstrate the effectiveness of the spectral scaling method compared with the GMM in predicting ground motions, particularly for long-period response in basin areas.",
        "doi": "10.1177/87552930251346786",
        "issn": "8755-2930",
        "publisher": "SAGE Publications",
        "publication": "Earthquake Spectra",
        "publication_date": "2025-11",
        "series_number": "4",
        "volume": "41",
        "issue": "4",
        "pages": "3213\u20133233"
    },
    {
        "id": "authors:nntzn-vpc03",
        "collection": "authors",
        "collection_id": "nntzn-vpc03",
        "cite_using_url": "https://authors.library.caltech.edu/records/nntzn-vpc03",
        "type": "article",
        "title": "ShakeAlert\u00ae Version 3: Expected Performance in Large Earthquakes",
        "author": [
            {
                "family_name": "McGuire",
                "given_name": "Jeffrey J.",
                "orcid": "0000-0001-9235-2166"
            },
            {
                "family_name": "Ulberg",
                "given_name": "Carl W.",
                "orcid": "0000-0001-6198-809X"
            },
            {
                "family_name": "Lux",
                "given_name": "Angie I.",
                "orcid": "0000-0002-3767-6018"
            },
            {
                "family_name": "B\u00f6se",
                "given_name": "Maren",
                "orcid": "0000-0003-4639-719X"
            },
            {
                "family_name": "Andrews",
                "given_name": "Jennifer R.",
                "orcid": "0000-0002-5679-5565"
            },
            {
                "family_name": "Smith",
                "given_name": "Deborah E.",
                "orcid": "0000-0002-8317-7762"
            },
            {
                "family_name": "Crowell",
                "given_name": "Brendan W.",
                "orcid": "0000-0001-7096-601X"
            },
            {
                "family_name": "Murray",
                "given_name": "Jessica R.",
                "orcid": "0000-0002-6144-1681"
            },
            {
                "family_name": "Henson",
                "given_name": "Ivan",
                "orcid": "0009-0006-9774-7400"
            },
            {
                "family_name": "Hartog",
                "given_name": "Renate",
                "orcid": "0000-0002-4116-7806"
            },
            {
                "family_name": "Felizardo",
                "given_name": "Claude",
                "orcid": "0000-0002-5369-868X",
                "clpid": "Felizardo-Claude"
            },
            {
                "family_name": "Huynh",
                "given_name": "Minh",
                "orcid": "0000-0002-5856-121X"
            },
            {
                "family_name": "Aranha",
                "given_name": "Mario"
            },
            {
                "family_name": "Parker",
                "given_name": "Grace A.",
                "orcid": "0000-0002-9445-2571"
            },
            {
                "family_name": "Baltay",
                "given_name": "Annemarie",
                "orcid": "0000-0002-6514-852X"
            },
            {
                "family_name": "Murray",
                "given_name": "Mark H.",
                "orcid": "0000-0003-4862-5547"
            },
            {
                "family_name": "Biasi",
                "given_name": "Glenn P.",
                "orcid": "0000-0003-0940-5488"
            },
            {
                "family_name": "Guiwits",
                "given_name": "Steve",
                "orcid": "0000-0002-6481-6231"
            },
            {
                "family_name": "Saunders",
                "given_name": "Jessie K.",
                "orcid": "0000-0001-5340-6715",
                "clpid": "Saunders-Jessie-K"
            },
            {
                "family_name": "Good",
                "given_name": "Andrew D.",
                "orcid": "0009-0002-0999-4622",
                "clpid": "Good-Andrew-D"
            },
            {
                "family_name": "Marcelo Santillan",
                "given_name": "Victor",
                "orcid": "0000-0002-0775-2876"
            },
            {
                "family_name": "Scrivner",
                "given_name": "Craig W.",
                "orcid": "0000-0002-5610-9844"
            },
            {
                "family_name": "Szeliga",
                "given_name": "Walter M.",
                "orcid": "0000-0002-9991-1204"
            },
            {
                "family_name": "Melbourne",
                "given_name": "Timothy I.",
                "orcid": "0000-0003-1870-3962"
            },
            {
                "family_name": "Kress",
                "given_name": "Victor"
            },
            {
                "family_name": "de Groot",
                "given_name": "Robert M."
            },
            {
                "family_name": "McBride",
                "given_name": "Sara K.",
                "orcid": "0000-0002-8062-6542"
            },
            {
                "family_name": "Given",
                "given_name": "Douglas",
                "orcid": "0000-0002-3277-5121"
            },
            {
                "family_name": "Allen",
                "given_name": "Richard M.",
                "orcid": "0000-0003-4293-9772"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Husker",
                "given_name": "Allen",
                "orcid": "0000-0003-1139-0502",
                "clpid": "Husker-Allen-L"
            },
            {
                "family_name": "Thomas",
                "given_name": "Valerie",
                "orcid": "0000-0001-6170-5563"
            },
            {
                "family_name": "Tobin",
                "given_name": "Harold J.",
                "orcid": "0000-0002-1447-6873"
            },
            {
                "family_name": "Jha",
                "given_name": "Sumant",
                "orcid": "0000-0003-0075-1712"
            },
            {
                "family_name": "Bunn",
                "given_name": "Julian",
                "orcid": "0000-0002-3798-298X",
                "clpid": "Bunn-Julian"
            }
        ],
        "abstract": "<div class=\"article-section-wrapper js-article-section js-content-section  \">\n\n\n<p>The ShakeAlert earthquake early warning (EEW) system partners along with U.S. Geological Survey (USGS) licensed operators deliver EEW alerts to the public and trigger automated systems when a significant earthquake is expected to impact California, Oregon, or Washington. ShakeAlert&rsquo;s primary goal is to provide usable warning times before the arrival of damaging shaking. EEW is most likely to achieve this goal in large\u2010magnitude earthquakes. In recent years, ShakeAlert has gone through a series of upgrades to its underlying scientific algorithms aimed at improved performance during large earthquakes. Version 3 of this software recently went live in the production system and includes improvements to all algorithms. The main seismic algorithms that detect an earthquake and characterize its location, magnitude, and fault rupture orientation are faster than older versions. Other key changes include: using real\u2010time geodetic data to characterize the magnitude growth in large earthquakes; the introduction of an alert pause procedure to compromise between speed near the epicenter and improved accuracy at larger distances; and the inclusion of a nonergodic site\u2010response model in the ground\u2010motion predictions. ShakeAlert has achieved its primary goal of usable warning times before strong shaking at some locations in real\u2010time operations in recent&nbsp;M&nbsp;6 earthquakes. Using offline tests, we demonstrate usable warning times are possible for many sites with peak shaking values of modified Mercalli intensity (MMI) 7&ndash;8 in&nbsp;M&nbsp;7+ earthquakes and also for many MMI 8&ndash;9 sites in&nbsp;M&nbsp;8+ earthquakes. ShakeAlert partners use a variety of MMI and magnitude thresholds in deciding when to alert their users within bounds set by the USGS. Our study shows that there is room to raise the magnitude thresholds up to about&nbsp;M 5.5 without adversely affecting performance in large earthquakes. The ground\u2010motion criteria are more complex owing to a significant drop\u2010off in warning times between the MMI 4 and 5 levels of predicted shaking. However, widely used ShakeAlert products, such as the MMI 3 and 4 contour products, can provide sufficiently long warning times before strong shaking in moderate\u2010to\u2010great earthquakes to enable a range of protective actions.</p>\n\n</div>",
        "doi": "10.1785/0120240189",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2025-04",
        "series_number": "2",
        "volume": "115",
        "issue": "2",
        "pages": "533-561"
    },
    {
        "id": "authors:wfm4e-raz56",
        "collection": "authors",
        "collection_id": "wfm4e-raz56",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20211130-233228088",
        "type": "article",
        "title": "Sparse Bayesian learning for damage identification using nonlinear models: Application to weld fractures of steel-frame buildings",
        "author": [
            {
                "family_name": "Filippitzis",
                "given_name": "Filippos",
                "orcid": "0000-0001-8377-4914",
                "clpid": "Filippitzis-Filippos"
            },
            {
                "family_name": "Kohler",
                "given_name": "Monica D.",
                "orcid": "0000-0002-4703-190X",
                "clpid": "Kohler-M-D"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Beck",
                "given_name": "James L.",
                "clpid": "Beck-J-L"
            }
        ],
        "abstract": "Sparse Bayesian learning (SBL) is a well-established technique for tackling supervised learning problems, while taking advantage of the prior knowledge that the expected solution is sparse. Based on the premise that initial damage of a structure appears only in a limited number of locations, SBL has been explored for identifying structural damage, showing promising results. Existing SBL methods for structural damage identification use measurements related to modal properties and are thus limited to linear models. In this paper, we present a methodology that allows for application of SBL in nonlinear models, using time history measurements. We develop a two-step optimization algorithm in which the most probable values of the structural model parameters and the hyperparameters are iteratively obtained. An equivalent, single-objective, minimization problem that results in the most probable model parameter values is also derived. We consider the example problem of identifying damage in the form of weld fractures in a 15-story moment-resisting steel-frame building, using a nonlinear finite-element model and simulated acceleration data. Fiber elements and a bilinear material model are used to account for the change in local stiffness when cracks at the welds are subjected to tension, and the model parameters characterize the loss of stiffness as the cracks open under tension. The damage identification results demonstrate the effectiveness and robustness of the proposed methodology in identifying the existence, location, and severity of damage for a variety of different damage scenarios and levels of model and measurement error.",
        "doi": "10.1002/stc.2870",
        "issn": "1545-2255",
        "publisher": "Wiley",
        "publication": "Structural Control and Health Monitoring",
        "publication_date": "2022-02",
        "series_number": "2",
        "volume": "29",
        "issue": "2",
        "pages": "Art. No. e2870"
    },
    {
        "id": "authors:3g2ne-1f408",
        "collection": "authors",
        "collection_id": "3g2ne-1f408",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20211209-231200000",
        "type": "article",
        "title": "Ground motions in urban Los Angeles from the 2019 Ridgecrest earthquake sequence",
        "author": [
            {
                "family_name": "Filippitzis",
                "given_name": "Filippos",
                "orcid": "0000-0001-8377-4914",
                "clpid": "Filippitzis-Filippos"
            },
            {
                "family_name": "Kohler",
                "given_name": "Monica D.",
                "orcid": "0000-0002-4703-190X",
                "clpid": "Kohler-M-D"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Graves",
                "given_name": "Robert W.",
                "orcid": "0000-0001-9758-453X",
                "clpid": "Graves-Robert-W"
            },
            {
                "family_name": "Clayton",
                "given_name": "Robert W.",
                "orcid": "0000-0003-3323-3508",
                "clpid": "Clayton-R-W"
            },
            {
                "family_name": "Guy",
                "given_name": "Richard G.",
                "orcid": "0000-0002-8651-5608",
                "clpid": "Guy-Richard-G"
            },
            {
                "family_name": "Bunn",
                "given_name": "Julian J.",
                "orcid": "0000-0002-3798-298X",
                "clpid": "Bunn-J-J"
            },
            {
                "family_name": "Chandy",
                "given_name": "K. Mani",
                "orcid": "0000-0001-9190-1290",
                "clpid": "Chandy-K-M"
            }
        ],
        "abstract": "We study ground-motion response in urban Los Angeles during the two largest events (M7.1 and M6.4) of the 2019 Ridgecrest earthquake sequence using recordings from multiple regional seismic networks as well as a subset of 350 stations from the much denser Community Seismic Network. In the first part of our study, we examine the observed response spectral (pseudo) accelerations for a selection of periods of engineering significance (1, 3, 6, and 8\u2009s). Significant ground-motion amplification is present and reproducible between the two events. For the longer periods, coherent spectral acceleration patterns are visible throughout the Los Angeles Basin, while for the shorter periods, the motions are less spatially coherent. However, coherence is still observable at smaller length scales due to the high spatial density of the measurements. Examining possible correlations of the computed response spectral accelerations with basement depth and Vs30, we find the correlations to be stronger for the longer periods. In the second part of the study, we test the performance of two state-of-the-art methods for estimating ground motions for the largest event of the Ridgecrest earthquake sequence, namely three-dimensional (3D) finite-difference simulations and ground motion prediction equations. For the simulations, we are interested in the performance of the two Southern California Earthquake Center 3D community velocity models (CVM-S and CVM-H). For the ground motion prediction equations, we consider four of the 2014 Next Generation Attenuation-West2 Project equations. For some cases, the methods match the observations reasonably well; however, neither approach is able to reproduce the specific locations of the maximum response spectral accelerations or match the details of the observed amplification patterns.",
        "doi": "10.1177/87552930211003916",
        "issn": "8755-2930",
        "publisher": "Earthquake Engineering Research Institute",
        "publication": "Earthquake Spectra",
        "publication_date": "2021-11-01",
        "series_number": "4",
        "volume": "37",
        "issue": "4",
        "pages": "2493-2522"
    },
    {
        "id": "authors:pgfk0-5kd98",
        "collection": "authors",
        "collection_id": "pgfk0-5kd98",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20210304-082803970",
        "type": "article",
        "title": "Effects of long-period processing on structural collapse predictions",
        "author": [
            {
                "family_name": "Buyco",
                "given_name": "Kenny",
                "orcid": "0000-0002-8182-7119",
                "clpid": "Buyco-Kenny"
            },
            {
                "family_name": "Roh",
                "given_name": "Becky",
                "orcid": "0000-0002-3905-0086",
                "clpid": "Roh-Becky"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "We investigate the extent to which applying high-pass filters to ground motion records affects the collapse capacity of building models. We consider 26 ground motion records from seven large earthquakes and high-pass filter them with corner periods, T_c, ranging from 10 to 60\u2009s. We perform incremental dynamic analysis on 9-, 20-, and 55-story steel moment-frame building models with fundamental periods of 1.88, 3.50, and 6.10\u2009seconds, respectively. Even though filters with T_c \u2a7e 20s have a minimal effect on the collapse capacities of the building models, we find that for a few motions, collapse capacities can increase by more than 50%, if T_c\u2009=\u200910 or 15\u2009s, even for the 9-story models. We find that the collapse capacities with respect to raw, uncorrected records are generally similar to those of the tilt-corrected versions, indicating that removing long-period noise with high-pass filters can make collapse predictions less accurate, if T_c \u2009&lt;\u200920\u2009s.",
        "doi": "10.1177/8755293020936699",
        "issn": "8755-2930",
        "publisher": "Earthquake Engineering Research Institute",
        "publication": "Earthquake Spectra",
        "publication_date": "2021-02",
        "series_number": "1",
        "volume": "37",
        "issue": "1",
        "pages": "204-234"
    },
    {
        "id": "authors:m4qpg-a5r57",
        "collection": "authors",
        "collection_id": "m4qpg-a5r57",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20210107-103141484",
        "type": "article",
        "title": "2019 Ridgecrest Earthquake Reveals Areas of Los Angeles That Amplify Shaking of High-Rises",
        "author": [
            {
                "family_name": "Kohler",
                "given_name": "Monica D.",
                "orcid": "0000-0002-4703-190X",
                "clpid": "Kohler-M-D"
            },
            {
                "family_name": "Filippitzis",
                "given_name": "Filippos",
                "orcid": "0000-0001-8377-4914",
                "clpid": "Filippitzis-Filippos"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Clayton",
                "given_name": "Robert W.",
                "orcid": "0000-0003-3323-3508",
                "clpid": "Clayton-R-W"
            },
            {
                "family_name": "Guy",
                "given_name": "Richard",
                "orcid": "0000-0002-8651-5608",
                "clpid": "Guy-Richard-G"
            },
            {
                "family_name": "Bunn",
                "given_name": "Julian",
                "orcid": "0000-0002-3798-298X",
                "clpid": "Bunn-Julian"
            },
            {
                "family_name": "Chandy",
                "given_name": "K. Mani",
                "orcid": "0000-0001-9190-1290",
                "clpid": "Chandy-K-M"
            }
        ],
        "abstract": "The populace of Los Angeles, California, was startled by shaking from the M 7.1 earthquake that struck the city of Ridgecrest located 200 km to the north on 6 July 2019. Although the earthquake did not cause damage in Los Angeles, the experience in high\u2010rise buildings was frightening in contrast to the shaking felt in short buildings. Observations from 560 ground\u2010level accelerometers reveal large variations in shaking in the Los Angeles basin that occurred for more than 2 min. The observations come from the spatially dense Community Seismic Network (CSN), combined with the sparser Southern California Seismic Network and California Strong Motion Instrumentation Program networks. Site amplification factors for periods of 1, 3, 6, and 8 s are computed as the ratio of each station's response spectral values combined for the two horizontal directions, relative to the average of three bedrock sites. Spatially coherent behavior in site amplification emerges for periods \u22653\u2009\u2009s\u2060, and the maximum calculated site amplifications are the largest, by factors of 7, 10, and 8, respectively, for 3, 6, and 8 s periods. The dense CSN observations show that the long\u2010period amplification is clearly, but only partially, correlated with the depth to basement. Sites with the largest amplifications for the long periods (\u2060\u22653\u2009\u2009s\u2060) are not close to the deepest portion of the basin. At 6 and 8 s periods, the maximum amplifications occur in the western part of the Los Angeles basin and in the south\u2010central San Fernando Valley sedimentary basin. The observations suggest that the excitation of a hypothetical high\u2010rise located in an area characterized by the largest site amplifications could be four times larger than in a downtown Los Angeles location.",
        "doi": "10.1785/0220200170",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "2020-11",
        "series_number": "6",
        "volume": "91",
        "issue": "6",
        "pages": "3370-3380"
    },
    {
        "id": "authors:r8k57-m8t03",
        "collection": "authors",
        "collection_id": "r8k57-m8t03",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20191115-160214215",
        "type": "article",
        "title": "CSN-LAUSD Network: A Dense Accelerometer Network in Los Angeles Schools",
        "author": [
            {
                "family_name": "Clayton",
                "given_name": "Robert W.",
                "orcid": "0000-0003-3323-3508",
                "clpid": "Clayton-R-W"
            },
            {
                "family_name": "Kohler",
                "given_name": "Monica D.",
                "orcid": "0000-0002-4703-190X",
                "clpid": "Kohler-M-D"
            },
            {
                "family_name": "Guy",
                "given_name": "Richard",
                "orcid": "0000-0002-8651-5608",
                "clpid": "Guy-Richard"
            },
            {
                "family_name": "Bunn",
                "given_name": "Julian J.",
                "orcid": "0000-0002-3798-298X",
                "clpid": "Bunn-J"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Chandy",
                "given_name": "Mani",
                "orcid": "0000-0001-9190-1290",
                "clpid": "Chandy-K-M"
            }
        ],
        "abstract": "The Community Seismic Network\u2010Los Angeles Unified School District is a network of 300 low\u2010cost microelectromechanical systems accelerometers located in schools in the Los Angeles, California, region. They are capable of accurately recording strong motion up to \u00b12g and are sufficiently spatially dense that they provide unaliased measurements of strong motions up to 1 Hz following a major earthquake. They are used to provide state\u2010of\u2010health monitoring for the schools and surrounding communities to guide the emergency response. As a research tool, they can be used to provide estimates of the site response at the schools and, therefore, provide a much denser set of site responses for ground\u2010motion prediction than is currently available.",
        "doi": "10.1785/0220190200",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "2020-03-01",
        "series_number": "2A",
        "volume": "91",
        "issue": "2A",
        "pages": "622-630"
    },
    {
        "id": "authors:35b52-he441",
        "collection": "authors",
        "collection_id": "35b52-he441",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20200113-134634209",
        "type": "article",
        "title": "How often can Earthquake Early Warning systems alert sites with high intensity ground motion?",
        "author": [
            {
                "family_name": "Meier",
                "given_name": "Men-Andrin",
                "orcid": "0000-0002-2949-8602",
                "clpid": "Meier-M-A"
            },
            {
                "family_name": "Kodera",
                "given_name": "Yuki",
                "clpid": "Kodera-Yuki"
            },
            {
                "family_name": "B\u00f6se",
                "given_name": "Maren",
                "clpid": "B\u00f6se-M"
            },
            {
                "family_name": "Chung",
                "given_name": "Angela",
                "clpid": "Chung-Angela"
            },
            {
                "family_name": "Hoshiba",
                "given_name": "Mitsuyuki",
                "clpid": "Hoshiba-Mitsuyuki"
            },
            {
                "family_name": "Cochran",
                "given_name": "Elizabeth",
                "orcid": "0000-0003-2485-4484",
                "clpid": "Cochran-E-S"
            },
            {
                "family_name": "Minson",
                "given_name": "Sarah",
                "orcid": "0000-0001-5869-3477",
                "clpid": "Minson-S-E"
            },
            {
                "family_name": "Hauksson",
                "given_name": "Egill",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Although numerous Earthquake Early Warning (EEW) algorithms have been developed to date, we lack a detailed understanding of how often and under what circumstances useful ground motion alerts can be provided to end users. In particular, it is unclear how often EEW systems can successfully alert sites with high ground motion intensities. These are the sites that arguably need EEW alerts the most, but they are also the most challenging ones to alert because they tend to be located close to the epicenter where the seismic waves arrive first. Here we analyze the alerting performance of the Propagation of Local Undamped Motion (PLUM), Earthquake Point\u2010Source Integrated Code (EPIC), and Finite\u2010Fault Rupture Detector (FinDer) algorithms by running them retrospectively on the seismic strong\u2010motion data of the 219 earthquakes in Japan since 1996 that exceeded Modified Mercalli Intensity (MMI) of 4.5 on at least 10 sites (M_w 4.5\u20139.1). Our analysis suggests that, irrespective of the algorithm, EEW end users should expect that EEW can often but not always provide useful alerts. Using a conservative warning time (t_w) definition, we find that 40\u201360% of sites with strong to extreme shaking levels receive alerts with t_w &gt; 5 s. If high\u2010intensity shaking is caused by shallow crustal events, around 50% of sites with strong (MMI~6) and &lt;20% of sites with severe and violent (MMI \u2265 8) shaking receive alerts with t_w &gt; 5 s. Our results provide detailed quantitative insight into the expected alerting performance for EEW algorithms under realistic conditions. We also discuss how operational systems can achieve longer warning times with more precautionary alerting strategies.",
        "doi": "10.1029/2019jb017718",
        "issn": "2169-9313",
        "publisher": "American Geophysical Union",
        "publication": "Journal of Geophysical Research. Solid Earth",
        "publication_date": "2020-02",
        "series_number": "2",
        "volume": "125",
        "issue": "2",
        "pages": "Art. No. e2019JB017718"
    },
    {
        "id": "authors:cjh8t-47h61",
        "collection": "authors",
        "collection_id": "cjh8t-47h61",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20190320-100917720",
        "type": "article",
        "title": "From Earthquake Source Parameters to Ground\u2010Motion Warnings near You: The ShakeAlert Earthquake Information to Ground\u2010Motion (eqInfo2GM) Method",
        "author": [
            {
                "family_name": "Thakoor",
                "given_name": "Kaveri",
                "clpid": "Thakoor-K"
            },
            {
                "family_name": "Andrews",
                "given_name": "Jennifer",
                "orcid": "0000-0002-5679-5565",
                "clpid": "Andrews-J-R"
            },
            {
                "family_name": "Hauksson",
                "given_name": "Egill",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "We present a new near\u2010real\u2010time method for converting earthquake source parameters into ground motion (GM) at locations across the west coast of the United States. This method, called earthquake information to ground motion (eqInfo2GM), has been implemented as part of the ShakeAlert earthquake early warning (EEW) system and makes estimated GM accessible to users on the EEW timeframe of seconds, as the U.S. Geological Survey ShakeMap does at higher resolution and accuracy in the minutes following a seismic event. Whereas the higher fidelity ShakeMap comes at the cost of longer processing times, eqInfo2GM effectively provides a predicted ShakeMap before shaking arrives at many locations. We describe key design details, including ground\u2010motion prediction equations (GMPEs) implemented, modifications made to optimize for speed, and formats created for conveying GM severity. The GM output format determines added latency and reflects a trade\u2010off between speed and accuracy; for our test earthquake data set, added latency is in the 0.01\u20131.5 s range after earthquake source parameters have been generated. GMPE implementations are validated against predicted ShakeMaps (without observations), with almost all events showing minimal mean shaking intensity level differences, reflecting variations only in treatment of source distances and  VS30 data. Comparison against ShakeMaps computed with observations (a proxy for true GM) show larger differences, demonstrating the challenges of working in the EEW timeframe, when full source characterization and peak ground motion observations are both unavailable. Although specific configurations and features of the method will evolve as the needs of the EEW user community become evident, eqInfo2GM is expected to improve the overall utility of EEW alerts by providing end users with estimates of predicted local GM hazard. Such near\u2010real\u2010time estimates will enable users to decide more accurately what action to take to reduce the impact of imminent, potentially damaging shaking.",
        "doi": "10.1785/0220180245",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "2019-05-01",
        "series_number": "3",
        "volume": "90",
        "issue": "3",
        "pages": "1243-1257"
    },
    {
        "id": "authors:myvsz-3j549",
        "collection": "authors",
        "collection_id": "myvsz-3j549",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20191205-080251564",
        "type": "article",
        "title": "70%-Damped Spectral Acceleration as a Ground Motion Intensity Measure for Predicting Highly Nonlinear Response of Structures",
        "author": [
            {
                "family_name": "Buyco",
                "given_name": "Kenny",
                "clpid": "Buyco-K"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "We investigate 70%-damped spectral acceleration, Sa^(70%)(T), as a ground motion intensity measure for predicting maximum interstory drift ratios of 0.03, 0.06, and 0.1 as well as collapse. We perform incremental dynamic analysis with 50 ground motions on 22 steel moment frame building models with heights of 3, 9, and 20 stories. We find that if T\u2081 \u2264 T \u2264 2T\u2081, Sa^(70%)(T) is efficient and usually sufficient for the considered levels of highly nonlinear response. Sa^(70%)(1.5T\u2081) is generally an efficient choice. We find that Sa^(70%)(T) is similar to average spectral acceleration, Sa_(avg), in many ways, as both intensity measures emphasize a wide range of periods in a ground motion when compared to Sa^(5%)(T\u2081). Sa^(70%)(T) is equivalent to the peak of a ground motion's low-pass filtered acceleration, and this interpretation may be useful for estimating the potential of a ground motion to elicit a highly nonlinear response.",
        "doi": "10.1193/111417EQS237M",
        "issn": "8755-2930",
        "publisher": "Earthquake Engineering Research Institute",
        "publication": "Earthquake Spectra",
        "publication_date": "2019-05",
        "series_number": "2",
        "volume": "35",
        "issue": "2",
        "pages": "589-610"
    },
    {
        "id": "authors:gnadt-j0k05",
        "collection": "authors",
        "collection_id": "gnadt-j0k05",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20190201-084630537",
        "type": "article",
        "title": "Monitoring Data Quality by Comparing Co-located Broadband and Strong\u2010Motion Waveforms in Southern California Seismic Network",
        "author": [
            {
                "family_name": "Li",
                "given_name": "Zefeng",
                "orcid": "0000-0003-4405-8872",
                "clpid": "Li-Zefeng"
            },
            {
                "family_name": "Hauksson",
                "given_name": "Egill",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Heaton",
                "given_name": "Tom",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Rivera",
                "given_name": "Luis",
                "orcid": "0000-0002-0726-5445",
                "clpid": "Rivera-L"
            },
            {
                "family_name": "Andrews",
                "given_name": "Jennifer",
                "orcid": "0000-0002-5679-5565",
                "clpid": "Andrews-J-R"
            }
        ],
        "abstract": "Anomalous or low\u2010quality seismic data from seismometer malfunctions or incorrect metadata can interfere with real\u2010time seismic processing and degrade products provided by earthquake early warning systems. Thus, it is important to monitor data quality to detect sensor failures rapidly and exclude anomalous data from processing. Here, we detect data anomalies and malfunctioning sensors by comparing instrumentally corrected waveforms between co\u2010located broadband and strong\u2010motion seismometers in Southern California Seismic Network (SCSN). We assume that a signal within the common resolution range of both sensors should have near\u2010identical instrumentally corrected waveforms. Specifically, two waveform consistency metrics, amplitude ratio and cross\u2010correlation coefficient, are evaluated. Both metrics should be \u223c1 for normal data; deviation from 1 in either metric indicates at least one of the sensors is producing unreliable data. We examine these two metrics for 1 yr of local earthquake records and identify 32 problematic channels out of a total of 672 in the SCSN. In addition, we show the feasibility of near\u2010real\u2010time data quality monitoring through measuring the inconsistency rate over a short period of time using anonymous large\u2010amplitude signals. We highlight this method because of its general detectability in a broad variety of data issues and ease of integration into real\u2010time monitoring systems. This method is expected to help identify malfunctioning instruments and enhance overall network data quality, which is required to lay a solid foundation for robust earthquake early warning and other real\u2010time seismic processing systems.",
        "doi": "10.1785/0220180331",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "2019-03-01",
        "series_number": "2A",
        "volume": "90",
        "issue": "2A",
        "pages": "699-707"
    },
    {
        "id": "authors:v9k4v-p4a45",
        "collection": "authors",
        "collection_id": "v9k4v-p4a45",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20190201-085310780",
        "type": "article",
        "title": "Lower Bounds on Ground Motion at Point Reyes during the 1906 San Francisco Earthquake from Train Toppling Analysis",
        "author": [
            {
                "family_name": "Veeraraghavan",
                "given_name": "Swetha",
                "orcid": "0000-0002-8667-6022",
                "clpid": "Veeraraghavan-Swetha"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Krishnan",
                "given_name": "Swaminathan",
                "orcid": "0000-0002-2594-1523",
                "clpid": "Krishnan-Swaminathan"
            }
        ],
        "abstract": "Independent constraints on the ground motions experienced at Point Reyes station during the 1906 San Francisco earthquake are obtained by analyzing the dynamic response of a train that overturned during the earthquake. The train is modeled as a rigid rectangular block for this study. From this analysis, we conclude that the peak ground acceleration (PGA) and peak ground velocity (PGV) at Point Reyes station would have been at least 4\u2009m/s^2 and 0.5\u2009m/s\u2060, respectively. This lower bound is then used to perform simple checks on the synthetic ground\u2010motion simulations of the 1906 San Francisco earthquake. It is also shown that the hypocenter of the earthquake should be located to the south of Point Reyes station for the overturning of the train to match an eyewitness description of the event.",
        "doi": "10.1785/0220180327",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "2019-03-01",
        "series_number": "2A",
        "volume": "90",
        "issue": "2A",
        "pages": "683-691"
    },
    {
        "id": "authors:jkq0t-qav48",
        "collection": "authors",
        "collection_id": "jkq0t-qav48",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20181213-160905447",
        "type": "article",
        "title": "PhaseLink: A Deep Learning Approach to Seismic Phase Association",
        "author": [
            {
                "family_name": "Ross",
                "given_name": "Zachary E.",
                "orcid": "0000-0002-6343-8400",
                "clpid": "Ross-Z-E"
            },
            {
                "family_name": "Yue",
                "given_name": "Yisong",
                "orcid": "0000-0001-9127-1989",
                "clpid": "Yue-Yisong"
            },
            {
                "family_name": "Meier",
                "given_name": "Men-Andrin",
                "orcid": "0000-0002-2949-8602",
                "clpid": "Meier-M-A"
            },
            {
                "family_name": "Hauksson",
                "given_name": "Egill",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Seismic phase association is a fundamental task in seismology that pertains to linking together phase detections on different sensors that originate from a common earthquake. It is widely employed to detect earthquakes on permanent and temporary seismic networks and underlies most seismicity catalogs produced around the world. This task can be challenging because the number of sources is unknown, events frequently overlap in time, or can occur simultaneously in different parts of a network. We present PhaseLink, a framework based on recent advances in deep learning for grid\u2010free earthquake phase association. Our approach learns to link phases together that share a common origin and is trained entirely on millions of synthetic sequences of P and S wave arrival times generated using a 1\u2010D velocity model. Our approach is simple to implement for any tectonic regime, suitable for real\u2010time processing, and can naturally incorporate errors in arrival time picks. Rather than tuning a set of ad hoc hyperparameters to improve performance, PhaseLink can be improved by simply adding examples of problematic cases to the training data set. We demonstrate the state\u2010of\u2010the\u2010art performance of PhaseLink on a challenging sequence from southern California and synthesized sequences from Japan designed to test the point at which the method fails. For the examined data sets, PhaseLink can precisely associate phases to events that occur only \u223c12 s apart in origin time. This approach is expected to improve the resolution of seismicity catalogs, add stability to real\u2010time seismic monitoring, and streamline automated processing of large seismic data sets.",
        "doi": "10.1029/2018JB016674",
        "issn": "2169-9313",
        "publisher": "American Geophysical Union",
        "publication": "Journal of Geophysical Research. Solid Earth",
        "publication_date": "2019-01",
        "series_number": "1",
        "volume": "124",
        "issue": "1",
        "pages": "856-869"
    },
    {
        "id": "authors:m0nrz-4tj92",
        "collection": "authors",
        "collection_id": "m0nrz-4tj92",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20180821-095421224",
        "type": "article",
        "title": "Generalized Seismic Phase Detection with Deep Learning",
        "author": [
            {
                "family_name": "Ross",
                "given_name": "Zachary E.",
                "orcid": "0000-0002-6343-8400",
                "clpid": "Ross-Z-E"
            },
            {
                "family_name": "Meier",
                "given_name": "Men-Andrin",
                "orcid": "0000-0002-2949-8602",
                "clpid": "Meier-M-A"
            },
            {
                "family_name": "Hauksson",
                "given_name": "Egill",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "To optimally monitor earthquake\u2010generating processes, seismologists have sought to lower detection sensitivities ever since instrumental seismic networks were started about a century ago. Recently, it has become possible to search continuous waveform archives for replicas of previously recorded events (i.e., template matching), which has led to at least an order of magnitude increase in the number of detected earthquakes and greatly sharpened our view of geological structures. Earthquake catalogs produced in this fashion, however, are heavily biased in that they are completely blind to events for which no templates are available, such as in previously quiet regions or for very large\u2010magnitude events. Here, we show that with deep learning, we can overcome such biases without sacrificing detection sensitivity. We trained a convolutional neural network (ConvNet) on the vast hand\u2010labeled data archives of the Southern California Seismic Network to detect seismic body\u2010wave phases. We show that the ConvNet is extremely sensitive and robust in detecting phases even when masked by high background noise and when the ConvNet is applied to new data that are not represented in the training set (in particular, very large\u2010magnitude events). This generalized phase detection framework will significantly improve earthquake monitoring and catalogs, which form the underlying basis for a wide range of basic and applied seismological research.",
        "doi": "10.1785/0120180080",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2018-10",
        "series_number": "5A",
        "volume": "108",
        "issue": "5A",
        "pages": "2894-2901"
    },
    {
        "id": "authors:k7h2b-k0m76",
        "collection": "authors",
        "collection_id": "k7h2b-k0m76",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20180815-160549100",
        "type": "article",
        "title": "Rapid Earthquake Discrimination for Earthquake Early Warning: A Bayesian Probabilistic Approach Using Three-Component Single\u2010Station Waveforms and Seismicity Forecast",
        "author": [
            {
                "family_name": "Yin",
                "given_name": "Lucy",
                "clpid": "Yin-Lucy"
            },
            {
                "family_name": "Andrews",
                "given_name": "Jennifer",
                "orcid": "0000-0002-5679-5565",
                "clpid": "Andrews-J-R"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "The utility of Earthquake Early Warning (EEW) relies on the robust and rapid classification of near\u2010site earthquake source signals from noise and teleseismic arrivals. To achieve this goal, we propose using the three\u2010component acceleration and velocity waveform data and epidemic\u2010type aftershock sequence (ETAS) seismicity forecast information in parallel, which will produce a posterior prediction by combining the predictions from the heterogeneous sources using a Bayesian probabilistic approach. We collected 2481 three\u2010component strong\u2010motion records for training and testing. The rapid prediction is available as quickly as 0.5 s after the trigger at a single station and updates every 0.5 s up to 3.0 s, achieving a precision rate of 94.7% at the first prediction with the classification accuracy increasing with time. The leave\u2010one\u2010out cross\u2010validation method also demonstrates confidence of robust performance for future earthquake signal detections. We compared the method with the \u03c4_c\u2212P_d EEW classification criterion and find that our prediction is 83% faster. Because the method evaluates two independent sources of information simultaneously under an ensemble model, the new strategy has shown fast predictions with promising results and the implementation of this methodology could provide significantly faster and more reliable EEW warnings to regions near the earthquake's epicenter, where the strongest shaking is observed.",
        "doi": "10.1785/0120170138",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2018-08",
        "series_number": "4",
        "volume": "108",
        "issue": "4",
        "pages": "2054-2067"
    },
    {
        "id": "authors:e6p1a-xkh61",
        "collection": "authors",
        "collection_id": "e6p1a-xkh61",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20180418-085609694",
        "type": "article",
        "title": "Reducing process delays for real-time earthquake parameter estimation \u2013 An application of KD tree to large databases for Earthquake Early Warning",
        "author": [
            {
                "family_name": "Yin",
                "given_name": "Lucy",
                "clpid": "Yin-Lucy"
            },
            {
                "family_name": "Andrews",
                "given_name": "Jennifer",
                "orcid": "0000-0002-5679-5565",
                "clpid": "Andrews-J-R"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Earthquake parameter estimations using nearest neighbor searching among a large database of observations can lead to reliable prediction results. However, in the real-time application of Earthquake Early Warning (EEW) systems, the accurate prediction using a large database is penalized by a significant delay in the processing time. We propose to use a multidimensional binary search tree (KD tree) data structure to organize large seismic databases to reduce the processing time in nearest neighbor search for predictions. We evaluated the performance of KD tree on the Gutenberg Algorithm, a database-searching algorithm for EEW. We constructed an offline test to predict peak ground motions using a database with feature sets of waveform filter-bank characteristics, and compare the results with the observed seismic parameters. We concluded that large database provides more accurate predictions of the ground motion information, such as peak ground acceleration, velocity, and displacement (PGA, PGV, PGD), than source parameters, such as hypocenter distance. Application of the KD tree search to organize the database reduced the average searching process by 85% time cost of the exhaustive method, allowing the method to be feasible for real-time implementation. The algorithm is straightforward and the results will reduce the overall time of warning delivery for EEW.",
        "doi": "10.1016/j.cageo.2018.01.001",
        "issn": "0098-3004",
        "publisher": "Elsevier",
        "publication": "Computers and Geosciences",
        "publication_date": "2018-05",
        "volume": "114",
        "pages": "22-29"
    },
    {
        "id": "authors:j1d8n-ezp37",
        "collection": "authors",
        "collection_id": "j1d8n-ezp37",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20180124-085543414",
        "type": "article",
        "title": "Structural Health Monitoring of Buildings Using Smartphone Sensors",
        "author": [
            {
                "family_name": "Kong",
                "given_name": "Qingkai",
                "orcid": "0000-0002-7399-0661",
                "clpid": "Kong-Qingkai"
            },
            {
                "family_name": "Allen",
                "given_name": "Richard M.",
                "orcid": "0000-0003-4293-9772",
                "clpid": "Allen-R-M"
            },
            {
                "family_name": "Kohler",
                "given_name": "Monica D.",
                "orcid": "0000-0002-4703-190X",
                "clpid": "Kohler-M-D"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Bunn",
                "given_name": "Julian J.",
                "orcid": "0000-0002-3798-298X",
                "clpid": "Bunn-J"
            }
        ],
        "abstract": "This article presents the results of a shaker test of the Millikan Library in Pasadena, California, using sensors inside smartphones to demonstrate their potential usage as a way to monitor health states of buildings. This approach to structural health monitoring could allow many more commercial and residential buildings to be monitored because it removes the cost prohibitive nature of traditional seismic arrays and the complexity of deploying the instruments. Recordings from the smartphones during the shaking show high correlation with those from a reference sensor in the building, illustrating that the phones can capture the shaking even when not fully coupled to the floor. The fundamental translational frequencies for the east\u2013west and north\u2013south directions and the torsional frequencies of the building can be extracted from single phone recordings. As we compare the displacement derived from the phone recording by double integration to that from the reference sensor, both phase and amplitude match well. Signal\u2010to\u2010noise ratio is improved further by stacking records from multiple phones. These test results demonstrate the ability to extract the fundamental translational and torsional frequencies, and absolute displacements from upper levels of buildings shaken by small local earthquakes. This work builds on the ongoing MyShake project\u2014a global smartphone seismic network.",
        "doi": "10.1785/0220170111",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "2018-03",
        "series_number": "2A",
        "volume": "89",
        "issue": "2A",
        "pages": "594-602"
    },
    {
        "id": "authors:hvscy-e5p24",
        "collection": "authors",
        "collection_id": "hvscy-e5p24",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20171129-140650151",
        "type": "article",
        "title": "FinDer v.2: Improved real-time ground-motion predictions for M2\u2013M9 with seismic finite-source characterization",
        "author": [
            {
                "family_name": "B\u00f6se",
                "given_name": "M.",
                "clpid": "B\u00f6se-M"
            },
            {
                "family_name": "Smith",
                "given_name": "D. E.",
                "clpid": "Smith-D-E"
            },
            {
                "family_name": "Felizardo",
                "given_name": "C.",
                "clpid": "Felizardo-C"
            },
            {
                "family_name": "Meier",
                "given_name": "M.-A.",
                "orcid": "0000-0002-2949-8602",
                "clpid": "Meier-M-A"
            },
            {
                "family_name": "Heaton",
                "given_name": "T. H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Clinton",
                "given_name": "J. F.",
                "orcid": "0000-0001-8626-2703",
                "clpid": "Clinton-J-F"
            }
        ],
        "abstract": "Recent studies suggest that small and large earthquakes nucleate similarly, and that they often have indistinguishable seismic waveform onsets. The characterization of earthquakes in real time, such as for earthquake early warning, therefore requires a flexible modeling approach that allows a small earthquake to become large as fault rupture evolves over time. Here, we present a modeling approach that generates a set of output parameters and uncertainty estimates that are consistent with both small/moderate (\u2264M6.5) and large earthquakes (&gt;M6.5) as is required for a robust parameter interpretation and shaking forecast. Our approach treats earthquakes over the entire range of magnitudes (&gt;M2) as finite line-source ruptures, with the dimensions of small earthquakes being very small (&lt;100 m) and those of large earthquakes exceeding several tens to hundreds of kilometres in length. The extent of the assumed line source is estimated from the level and distribution of high-frequency peak acceleration amplitudes observed in a local seismic network. High-frequency motions are well suited for this approach, because they are mainly controlled by the distance to the rupturing fault. Observed ground-motion patterns are compared with theoretical templates modeled from empirical ground-motion prediction equations to determine the best line source and uncertainties. Our algorithm extends earlier work by B\u00f6se et al. for large finite-fault ruptures. This paper gives a detailed summary of the new algorithm and its offline performance for the 2016 M7.0 Kumamoto, Japan and 2014 M6.0 South Napa, California earthquakes, as well as its performance for about 100 real-time detected local earthquakes (2.2 \u2264 M \u2264 5.1) in California. For most events, both the rupture length and the strike are well constrained within a few seconds (&lt;10 s) of the event origin. In large earthquakes, this could allow for providing warnings of up to several tens of seconds. The algorithm could also be useful for resolving fault plane ambiguities of focal mechanisms and identification of rupturing faults for earthquakes as small as M2.5.",
        "doi": "10.1093/gji/ggx430",
        "issn": "0956-540X",
        "publisher": "Royal Astronomical Society",
        "publication": "Geophysical Journal International",
        "publication_date": "2018-01-01",
        "series_number": "1",
        "volume": "212",
        "issue": "1",
        "pages": "725-742"
    },
    {
        "id": "authors:nagpa-wmr12",
        "collection": "authors",
        "collection_id": "nagpa-wmr12",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20171018-124420676",
        "type": "article",
        "title": "Correspondence: Response of a gravimeter to an instantaneous step in gravity",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Montagner et al. presented evidence that a signal observed prior to P-waves on gravimeters operating in Japan during the 2011 Tohoku-Oki earthquake was caused by gravitational field changes propagating at light speed. In this comment, I explore the expected response of gravimeters attached to the Earth's surface and subjected to an instantaneous acceleration step, g(t)=g_0+\u0394gH(t), where H(t) is a Heaviside step function. I argue that at the time of the step, inertial accelerations from the elastic response of the Earth exactly cancel the gravitational step; in order to observe the gravity step using a gravimeter, one must wait until the Earth deforms and begins to re-equilibrate. This conclusion is an application of the principle of equivalence between gravitational and inertial mass. In the case of the signal reported for Tohoku-Oki, I estimate that inclusion of the Earth's elastic response should significantly decrease the expected acceleration at the time of the P-wave.",
        "doi": "10.1038/s41467-017-01348-z",
        "pmcid": "PMC5645468",
        "issn": "2041-1723",
        "publisher": "Nature Publishing Group",
        "publication": "Nature Communications",
        "publication_date": "2017-10-17",
        "volume": "8",
        "pages": "Art. No. 66"
    },
    {
        "id": "authors:rtcvq-12y58",
        "collection": "authors",
        "collection_id": "rtcvq-12y58",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20171101-161548774",
        "type": "article",
        "title": "Inertial Forces from Earthquakes on a Hyperloop Pod",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "High\u2010speed transit (1300\u2009\u2009km/hr) using pods traveling in evacuated tubes has been proposed. This Short Note addresses how earthquake ground shaking is changed when it is experienced by a high\u2010speed pod that is confined to a track. In particular, earthquake motions can cause lateral deformations of the tube that cause centripetal forces in the pod. I discuss the nature of these forces for the cases of (1) a tube that crosses a fault offset, (2) a tube that is deformed by traveling waves in the Earth, and (3) a tube that resonates between fixed points (e.g., a simple bridge). I suggest several schemes to control the peak centripetal accelerations of the pod.",
        "doi": "10.1785/0120170054",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2017-10",
        "series_number": "5",
        "volume": "107",
        "issue": "5",
        "pages": "2521-2524"
    },
    {
        "id": "authors:bqvpt-8sy30",
        "collection": "authors",
        "collection_id": "bqvpt-8sy30",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20170925-075055125",
        "type": "article",
        "title": "The hidden simplicity of subduction megathrust earthquakes",
        "author": [
            {
                "family_name": "Meier",
                "given_name": "M.-A.",
                "orcid": "0000-0002-2949-8602",
                "clpid": "Meier-M-A"
            },
            {
                "family_name": "Ampuero",
                "given_name": "J. P.",
                "orcid": "0000-0002-4827-7987",
                "clpid": "Ampuero-J-P"
            },
            {
                "family_name": "Heaton",
                "given_name": "T. H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "The largest observed earthquakes occur on subduction interfaces and frequently cause widespread damage and loss of life. Understanding the rupture behavior of megathrust events is crucial for earthquake rupture physics, as well as for earthquake early-warning systems. However, the large variability in behavior between individual events seemingly defies a description with a simple unifying model. Here we use three source time function (STF) data sets for subduction zone earthquakes, with moment magnitude M_w \u2265 7, and show that such large ruptures share a typical universal behavior. The median STF is scalable between events with different sizes, grows linearly, and is nearly triangular. The deviations from the median behavior are multiplicative and Gaussian\u2014that is, they are proportionally larger for larger events. Our observations suggest that earthquake magnitudes cannot be predicted from the characteristics of rupture onsets.",
        "doi": "10.1126/science.aan5643",
        "issn": "0036-8075",
        "publisher": "American Association for the Advancement of Science",
        "publication": "Science",
        "publication_date": "2017-09-22",
        "series_number": "6357",
        "volume": "357",
        "issue": "6357",
        "pages": "1277-1281"
    },
    {
        "id": "authors:2v52w-ta809",
        "collection": "authors",
        "collection_id": "2v52w-ta809",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20170613-131115322",
        "type": "article",
        "title": "Combining Multiple Earthquake Models in Real Time for Earthquake Early Warning",
        "author": [
            {
                "family_name": "Minson",
                "given_name": "Sarah E.",
                "orcid": "0000-0001-5869-3477",
                "clpid": "Minson-S-E"
            },
            {
                "family_name": "Wu",
                "given_name": "Stephen",
                "clpid": "Wu-Stephen"
            },
            {
                "family_name": "Beck",
                "given_name": "James L.",
                "clpid": "Beck-J-L"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "The ultimate goal of earthquake early warning (EEW) is to provide local shaking information to users before the strong shaking from an earthquake reaches their location. This is accomplished by operating one or more real\u2010time analyses that attempt to predict shaking intensity, often by estimating the earthquake's location and magnitude and then predicting the ground motion from that point source. Other EEW algorithms use finite rupture models or may directly estimate ground motion without first solving for an earthquake source. EEW performance could be improved if the information from these diverse and independent prediction models could be combined into one unified, ground\u2010motion prediction. In this article, we set the forecast shaking at each location as the common ground to combine all these predictions and introduce a Bayesian approach to creating better ground\u2010motion predictions. We also describe how this methodology could be used to build a new generation of EEW systems that provide optimal decisions customized for each user based on the user's individual false\u2010alarm tolerance and the time necessary for that user to react.",
        "doi": "10.1785/0120160331",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2017-08",
        "series_number": "4",
        "volume": "107",
        "issue": "4",
        "pages": "1868-1882"
    },
    {
        "id": "authors:wvtnb-beb24",
        "collection": "authors",
        "collection_id": "wvtnb-beb24",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20160729-091315832",
        "type": "article",
        "title": "Evidence for Universal Earthquake Rupture Initiation Behavior",
        "author": [
            {
                "family_name": "Meier",
                "given_name": "Men-Andrin",
                "orcid": "0000-0002-2949-8602",
                "clpid": "Meier-M-A"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Clinton",
                "given_name": "John F.",
                "orcid": "0000-0001-8626-2703",
                "clpid": "Clinton-J-F"
            }
        ],
        "abstract": "Earthquake onsets provide a unique opportunity to study physical rupture processes because they are more easily observable than later rupture stages. Despite this relative simplicity, the observational basis for rupture onsets is unclear. Numerous reports of evidence for magnitude-dependent rupture onsets (which imply deterministic rupture behavior, e.g. Colombelli et al., 2014) stand in contradiction to a large body of physics-based rupture modeling efforts, which are mostly based on inherently non-deterministic principles (e.g. Rice, 1993). Here we make use of the abundance of short-distance recordings available today; a magnitude-dependency of onsets should appear most prominently in such recordings. We use a simple method to demonstrate that all ruptures in the studied magnitude range (4\u2009&lt;\u2009M\u2009&lt;\u20098) share a universal initial rupture behavior and discuss ensuing implications for physical rupture processes and earthquake early warning.",
        "doi": "10.1002/2016GL070081",
        "issn": "0094-8276",
        "publisher": "American Geophysical Union",
        "publication": "Geophysical Research Letters",
        "publication_date": "2016-08-16",
        "series_number": "15",
        "volume": "43",
        "issue": "15",
        "pages": "7991-7996"
    },
    {
        "id": "authors:ch58y-08r59",
        "collection": "authors",
        "collection_id": "ch58y-08r59",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20160705-133353269",
        "type": "article",
        "title": "Downtown Los Angeles 52-Story High-Rise and Free-Field Response to an Oil Refinery Explosion",
        "author": [
            {
                "family_name": "Kohler",
                "given_name": "Monica D.",
                "orcid": "0000-0002-4703-190X",
                "clpid": "Kohler-M-D"
            },
            {
                "family_name": "Massari",
                "given_name": "Anthony",
                "orcid": "0000-0002-6561-4674",
                "clpid": "Massari-A"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Hauksson",
                "given_name": "Egill",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Guy",
                "given_name": "Richard",
                "orcid": "0000-0002-8651-5608",
                "clpid": "Guy-R"
            },
            {
                "family_name": "Clayton",
                "given_name": "Robert W.",
                "orcid": "0000-0003-3323-3508",
                "clpid": "Clayton-R-W"
            },
            {
                "family_name": "Bunn",
                "given_name": "Julian J.",
                "orcid": "0000-0002-3798-298X",
                "clpid": "Bunn-J"
            },
            {
                "family_name": "Chandy",
                "given_name": "K. M.",
                "orcid": "0000-0001-9190-1290",
                "clpid": "Chandy-K-M"
            }
        ],
        "abstract": "The ExxonMobil Corp. oil refinery in Torrance, California experienced an explosion on February 18, 2015 causing ground shaking equivalent to a magnitude 2.0 earthquake. The impulse response for the source was computed from Southern California Seismic Network data for a single force system with a value of 2\u00d710^5 kN vertically downward. The refinery explosion produced an air pressure wave that was recorded 22.8 km away in a 52-story high-rise building in downtown Los Angeles by a dense accelerometer array that is a component of the Community Seismic Network. The array recorded anomalous waveforms on each floor displaying coherent arrivals that are consistent with the building's elastic response to a pressure wave caused by the refinery explosion. Using a finite-element model of the building, the force on the building on a floor-by-floor scale was found to range up to 1.42 kN, corresponding to a pressure perturbation of 7.7 Pa.",
        "doi": "10.1193/062315EQS101M",
        "issn": "8755-2930",
        "publisher": "Earthquake Engineering Research Institute",
        "publication": "Earthquake Spectra",
        "publication_date": "2016-08-01",
        "series_number": "3",
        "volume": "32",
        "issue": "3",
        "pages": "1793-1820"
    },
    {
        "id": "authors:vs9mg-bd795",
        "collection": "authors",
        "collection_id": "vs9mg-bd795",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20160108-125732803",
        "type": "article",
        "title": "An Engineering Application of Earthquake Early Warning: ePAD-Based Decision Framework for Elevator Control",
        "author": [
            {
                "family_name": "Wu",
                "given_name": "Stephen",
                "clpid": "Wu-Stephen"
            },
            {
                "family_name": "Cheng",
                "given_name": "Ming Hei",
                "clpid": "Cheng-Ming-Hei"
            },
            {
                "family_name": "Beck",
                "given_name": "James L.",
                "clpid": "Beck-J-L"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "In a medium-to-large earthquake, there are often reports of people being trapped or injured in elevators. This study investigates using an earthquake early warning (EEW) system, which provides seconds to tens of seconds warning before seismic waves arrive at a site, to help people escape from the elevators before a strong shaking arrives. However, such an application remains as a major engineering challenge due to the uncertainty of the EEW information and the short lead time available. A recent study presented an earthquake probability-based automated decision-making (ePAD) framework to address these issues. This paper focuses on studying the influence of two commonly ignored factors, uncertainty of warning and lead time, on the decision of stopping the elevators and opening the doors when an EEW message is received. Application of the ePAD framework requires using the performance-based earthquake engineering methodology for elevator damage prediction, making decision based on a cost-benefit model and reducing computational time with a surrogate model. The authors' results show that ePAD can provide rational decisions for elevator control based on EEW information under different amounts of lead time and uncertainty level of the warning.",
        "doi": "10.1061/(ASCE)ST.1943-541X.0001356",
        "issn": "0733-9445",
        "publisher": "American Society of Civil Engineers",
        "publication": "Journal of Structural Engineering",
        "publication_date": "2016-01",
        "series_number": "1",
        "volume": "142",
        "issue": "1",
        "pages": "Art. No. 04015092"
    },
    {
        "id": "authors:s30tm-k6v25",
        "collection": "authors",
        "collection_id": "s30tm-k6v25",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20151204-101045877",
        "type": "article",
        "title": "Finite-Fault Rupture Detector (FinDer): Going Real-Time in Californian ShakeAlert Warning System",
        "author": [
            {
                "family_name": "B\u00f6se",
                "given_name": "M.",
                "clpid": "B\u00f6se-M"
            },
            {
                "family_name": "Felizardo",
                "given_name": "C.",
                "clpid": "Felizardo-C"
            },
            {
                "family_name": "Heaton",
                "given_name": "T. H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Rapid detection of local and regional earthquakes and issuance of fast alerts for impending shaking is considered beneficial to save lives, reduce losses, and shorten recovery times after destructive events (Allen et al., 2009). Over the last two decades, several countries have built operational earthquake early warning (EEW) systems, including Japan (Hoshiba et al., 2008), Mexico (Espinosa-Aranda et al., 1995), Romania (M\u0103rmureanu et al., 2011), Turkey (Erdik et al., 2003), Taiwan (Hsiao et al., 2011), and China (Peng et al., 2011). Other countries, such as the United States (B\u00f6se, Allen, et al., 2013), Italy (Satriano et al., 2011), and Switzerland (Behr et al., 2015), are currently developing systems or evaluating algorithms in their seismic real-time networks.",
        "doi": "10.1785/0220150154",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "2015-11",
        "series_number": "6",
        "volume": "86",
        "issue": "6",
        "pages": "1692-1704"
    },
    {
        "id": "authors:dwtkf-yg519",
        "collection": "authors",
        "collection_id": "dwtkf-yg519",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20151022-153347808",
        "type": "article",
        "title": "The Gutenberg Algorithm: Evolutionary Bayesian Magnitude Estimates for Earthquake Early Warning with a Filter Bank",
        "author": [
            {
                "family_name": "Meier",
                "given_name": "M.\u2010A.",
                "orcid": "0000-0002-2949-8602",
                "clpid": "Meier-M-A"
            },
            {
                "family_name": "Heaton",
                "given_name": "T.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Clinton",
                "given_name": "J.",
                "orcid": "0000-0001-8626-2703",
                "clpid": "Clinton-J-F"
            }
        ],
        "abstract": "Earthquake early warning (EEW) is a race against time. In particular, at proximal sites to the epicenter (typically the most heavily affected sites), strong ground motion starts shortly after the P\u2010wave onset. For these sites, regional\u2010type EEW systems that wait until data from several stations are available before issuing a warning and that require fixed data windows following a trigger are not fast enough. Single\u2010station algorithms, on the other hand, have high uncertainties that compromise their usefulness. In this article, we propose that uncertainties of the earliest warning messages can be reduced substantially if the broadband frequency information of seismic signals is fully exploited. We present a novel probabilistic algorithm for estimating EEW magnitudes. The Gutenberg algorithm uses a filter bank for a time\u2013frequency analysis of the real\u2010time signals and estimates the posterior probabilities of both magnitude and source\u2013station distance directly from the observed frequency content. It starts off as a single\u2010station algorithm and then naturally evolves into a regional\u2010type algorithm, as more data become available. Using an extensive near\u2010source waveform data set, we demonstrate that the Gutenberg parameter estimates reach the estimation accuracy and precision of existing regional\u2010type EEW systems with only 3 s of data from a single station. The magnitude estimates, however, saturate at a threshold magnitude that depends on the available signal length that is used for the estimation, suggesting that current EEW magnitude estimates (1) are observational rather than predictive and (2) have to be considered minimum estimates, depending on the amount of available data.",
        "doi": "10.1785/0120150098",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2015-10",
        "series_number": "5",
        "volume": "105",
        "issue": "5",
        "pages": "2774-2786"
    },
    {
        "id": "authors:c96wg-85x76",
        "collection": "authors",
        "collection_id": "c96wg-85x76",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20151012-154950185",
        "type": "article",
        "title": "Community Seismic Network: A Dense Array to Sense Earthquake Strong Motion",
        "author": [
            {
                "family_name": "Clayton",
                "given_name": "Robert W.",
                "orcid": "0000-0003-3323-3508",
                "clpid": "Clayton-R-W"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Kohler",
                "given_name": "Monica D.",
                "orcid": "0000-0002-4703-190X",
                "clpid": "Kohler-M-D"
            },
            {
                "family_name": "Chandy",
                "given_name": "Mani",
                "orcid": "0000-0001-9190-1290",
                "clpid": "Chandy-K-M"
            },
            {
                "family_name": "Guy",
                "given_name": "Richard",
                "orcid": "0000-0002-8651-5608",
                "clpid": "Guy-Richard"
            },
            {
                "family_name": "Bunn",
                "given_name": "Julian J.",
                "orcid": "0000-0002-3798-298X",
                "clpid": "Bunn-J"
            }
        ],
        "abstract": "The Community Seismic Network (CSN) is currently a 500\u2010element strong\u2010motion network located in the Los Angeles area of California (see Fig. 1). The sensors in the network are low\u2010cost microelectromechanical (MEM) accelerometers that are capable of recording on scale up to accelerations of \u00b12g. The primary product of the network is a set of measurements of ground shaking in the seconds following a major earthquake. An example of this is shown in Figure 2. The shaking information will be contributed to U.S. Geological Survey products such as ShakeMap (Wald et al., 1999) and ShakeCast (Wald et al., 2006), with the goal of providing first responders a proxy for damage that can guide efforts immediately following the event. The basic premise is the strong ground\u2010motion shaking varies on a subkilometer scale, which will require a dense network to meaningfully measure the shaking. Evidence for this comes from earthquakes recorded by dense oil company surveys in the Los Angeles area (Clayton et al., 2011).",
        "doi": "10.1785/0220150094",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "2015-09",
        "series_number": "5",
        "volume": "86",
        "issue": "5",
        "pages": "1354-1363"
    },
    {
        "id": "authors:f9zc3-qq302",
        "collection": "authors",
        "collection_id": "f9zc3-qq302",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20150625-084904354",
        "type": "article",
        "title": "Characterizing Ground Motions That Collapse Steel Special Moment-Resisting Frames or Make Them Unrepairable",
        "author": [
            {
                "family_name": "Olsen",
                "given_name": "Anna H.",
                "clpid": "Olsen-A-H"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hall",
                "given_name": "John F.",
                "orcid": "0000-0002-7863-5060",
                "clpid": "Hall-J-F"
            }
        ],
        "abstract": "This work applies 64,765 simulated seismic ground motions to four models each of 6- or 20-story, steel special moment-resisting frame buildings. We consider two vector intensity measures and categorize the building response as \"collapsed,\" \"unrepairable,\" or \"repairable.\" We then propose regression models to predict the building responses from the intensity measures. The best models for \"collapse\" or \"unrepairable\" use peak ground displacement and velocity as intensity measures, and the best models predicting peak interstory drift ratio, given that the frame model is \"repairable,\" use spectral acceleration and epsilon (\u03f5) as intensity measures. The more flexible frame is always more likely than the stiffer frame to \"collapse\" or be \"unrepairable.\" A frame with fracture-prone welds is substantially more susceptible to \"collapse\" or \"unrepairable\" damage than the equivalent frame with sound welds. The 20-story frames with fracture-prone welds are more vulnerable to P-delta instability and have a much higher probability of collapse than do any of the 6-story frames.",
        "doi": "10.1193/102612EQS318M",
        "issn": "8755-2930",
        "publisher": "Earthquake Engineering Research Institute",
        "publication": "Earthquake Spectra",
        "publication_date": "2015-05",
        "series_number": "2",
        "volume": "31",
        "issue": "2",
        "pages": "813-840"
    },
    {
        "id": "authors:zx0za-ghh68",
        "collection": "authors",
        "collection_id": "zx0za-ghh68",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20150410-125435573",
        "type": "article",
        "title": "Crowdsourced earthquake early warning",
        "author": [
            {
                "family_name": "Minson",
                "given_name": "Sarah E.",
                "orcid": "0000-0001-5869-3477",
                "clpid": "Minson-S-E"
            },
            {
                "family_name": "Brooks",
                "given_name": "Benjamin A.",
                "clpid": "Brooks-B-A"
            },
            {
                "family_name": "Glennie",
                "given_name": "Craig L.",
                "clpid": "Glennie-C-L"
            },
            {
                "family_name": "Murray",
                "given_name": "Jessica R.",
                "clpid": "Murray-J-R"
            },
            {
                "family_name": "Langbein",
                "given_name": "John O.",
                "clpid": "Langbein-J-O"
            },
            {
                "family_name": "Owen",
                "given_name": "Susan E.",
                "clpid": "Owen-S-E"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Iannucci",
                "given_name": "Robert A.",
                "clpid": "Iannucci-R-A"
            },
            {
                "family_name": "Hauser",
                "given_name": "Darren L.",
                "clpid": "Hauser-D-L"
            }
        ],
        "abstract": "Earthquake early warning (EEW) can reduce harm to people and infrastructure from earthquakes and tsunamis, but it has not been implemented in most high earthquake-risk regions because of prohibitive cost. Common consumer devices such as smartphones contain low-cost versions of the sensors used in EEW. Although less accurate than scientific-grade instruments, these sensors are globally ubiquitous. Through controlled tests of consumer devices, simulation of an M_w (moment magnitude) 7 earthquake on California's Hayward fault, and real data from the M_w 9 Tohoku-oki earthquake, we demonstrate that EEW could be achieved via crowdsourcing.",
        "doi": "10.1126/sciadv.1500036",
        "issn": "2375-2548",
        "publisher": "American Association for the Advancement of Science",
        "publication": "Science Advances",
        "publication_date": "2015-04-10",
        "series_number": "3",
        "volume": "1",
        "issue": "3",
        "pages": "Art. No. e1500036"
    },
    {
        "id": "authors:7b86a-22p11",
        "collection": "authors",
        "collection_id": "7b86a-22p11",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20200505-095259741",
        "type": "article",
        "title": "Reply to \"Comment on 'Models of Stochastic, Spatially Varying Stress in the Crust Compatible with Focal-Mechanism Data, and How Stress Inversions Can Be Biased toward the Stress Rate' by Deborah Elaine Smith and Thomas H. Heaton\" by Jeanne L. Hardebeck",
        "author": [
            {
                "family_name": "Smith",
                "given_name": "Deborah Elaine",
                "clpid": "Smith-D-E"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "In her comment (Hardebeck, 2015) on our stress heterogeneity article (Smith and Heaton, 2011), Hardebeck suggests a different focal\u2010mechanism error distribution than what we used in our 2011 article and suggests that this new error distribution will reduce our estimates of stress heterogeneity. In response to this, we have rerun our calculations three ways: (1) with the original mechanism error distribution from Smith and Heaton (2011), (2) with a mechanism error distribution similar to the one presented by Hardebeck (2015), and (3) with a mechanism error distribution derived from repeating earthquake statistics. We find the two new mechanism error models, relative to the original mechanism error distribution, reduce the heterogeneity ratio (HR) estimates by approximately 35%\u201340% (using Hardebeck's suggested distribution) and by approximately 8%\u201310% (using the repeating earthquake based error distribution).",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2015-02",
        "series_number": "1",
        "volume": "105",
        "issue": "1",
        "pages": "452-458"
    },
    {
        "id": "authors:etpd1-19889",
        "collection": "authors",
        "collection_id": "etpd1-19889",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20150326-100014902",
        "type": "article",
        "title": "Simulating Building Motions Using Ratios of the Building's Natural Frequencies and a Timoshenko Beam Model",
        "author": [
            {
                "family_name": "Cheng",
                "given_name": "Ming Hei",
                "clpid": "Cheng-Ming-Hei"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "A simple prismatic Timoshenko beam model with soil-structure interaction (SSI) is developed to approximate the dynamic linear elastic behavior of buildings. A closed-form solution with complete vibration modes is derived. It is demonstrated that building properties, including mode shapes, can be derived from knowledge of the natural frequencies of the first two translational modes in a particular direction and from the building dimensions. In many cases, the natural frequencies of a building's first two vibrational modes can be determined from data recorded by a single seismometer. The total building's vibration response can then be simulated by the appropriate modal summation. Preliminary analysis is performed on the Caltech Millikan Library, which has significant bending deformation because it is much stiffer in shear.",
        "doi": "10.1193/011613EQS003M",
        "issn": "8755-2930",
        "publisher": "Earthquake Engineering Research Institute",
        "publication": "Earthquake Spectra",
        "publication_date": "2015-02",
        "series_number": "1",
        "volume": "31",
        "issue": "1",
        "pages": "403-420"
    },
    {
        "id": "authors:ss7zz-g1798",
        "collection": "authors",
        "collection_id": "ss7zz-g1798",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20150306-110447528",
        "type": "article",
        "title": "Prediction of Wave Propagation in Buildings Using Data from a Single Seismometer",
        "author": [
            {
                "family_name": "Cheng",
                "given_name": "Ming Hei",
                "clpid": "Cheng-Ming-Hei"
            },
            {
                "family_name": "Kohler",
                "given_name": "Monica D.",
                "orcid": "0000-0002-4703-190X",
                "clpid": "Kohler-M-D"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Crowd\u2010sourced seismic networks in buildings collect important scientific data, in addition to allowing a diverse audience to visualize the vibrations of buildings. Visualization of a building's deformation requires spatiotemporal interpolation of motions from seismometers that are located wherever the crowd places them. In many cases, a crowd\u2010sourced building network may actually be just a single seismometer. A method to rapidly estimate the total displacement response of a building based on limited observational data, in some cases from only a single seismometer, is presented. In general, the earliest part of the response is simulated by assuming a vertically propagating shear wave. Later motions are simulated using mode shapes derived from a beam model (a shear beam, or more generally a Timoshenko beam), the parameters of which are determined from the ratios of the modal frequencies and the building's exterior dimensions. The method is verified by (1) comparing predicted and actual records from a 54\u2010story building in downtown Los Angeles, California, and (2) comparing finite\u2010element simulations of the 17\u2010story University of California, Los Angeles (UCLA) Factor building. The response of each of these buildings can be simulated with a simple shear beam. The importance of including the traveling wave part of the solution depends on the characteristics of the base ground shaking; the traveling wave becomes more apparent as the excitation becomes more impulsive. The method can be straightforwardly applied to multiple instrumented buildings, resulting in a tool to visualize linear elastic motions of those buildings.",
        "doi": "10.1785/0120140037",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2015-02",
        "series_number": "1",
        "volume": "105",
        "issue": "1",
        "pages": "107-119"
    },
    {
        "id": "authors:cnzr3-x6138",
        "collection": "authors",
        "collection_id": "cnzr3-x6138",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20140811-131704662",
        "type": "article",
        "title": "The Caltech CSN project collects sensor data from thousands of personal devices for realtime response to dangerous earthquakes",
        "author": [
            {
                "family_name": "Faulkner",
                "given_name": "Matthew Nicholas",
                "clpid": "Faulkner-Matthew-Nicholas"
            },
            {
                "family_name": "Clayton",
                "given_name": "Robert W.",
                "orcid": "0000-0003-3323-3508",
                "clpid": "Clayton-R-W"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Chandy",
                "given_name": "K. Mani",
                "orcid": "0000-0001-9190-1290",
                "clpid": "Chandy-K-M"
            },
            {
                "family_name": "Kohler",
                "given_name": "Monica D.",
                "orcid": "0000-0002-4703-190X",
                "clpid": "Kohler-M-D"
            },
            {
                "family_name": "Bunn",
                "given_name": "Julian J.",
                "orcid": "0000-0002-3798-298X",
                "clpid": "Bunn-J"
            },
            {
                "family_name": "Guy",
                "given_name": "Richard",
                "orcid": "0000-0002-8651-5608",
                "clpid": "Guy-R"
            },
            {
                "family_name": "Liu",
                "given_name": "Annie",
                "clpid": "Liu-Annie-H"
            },
            {
                "family_name": "Olson",
                "given_name": "Michael",
                "clpid": "Olson-M"
            },
            {
                "family_name": "Cheng",
                "given_name": "MingHei",
                "clpid": "Cheng-Ming-Hei"
            },
            {
                "family_name": "Krause",
                "given_name": "Andreas",
                "orcid": "0000-0001-7260-9673",
                "clpid": "Krause-A"
            }
        ],
        "abstract": "The proliferation of smartphones and other powerful sensor-equipped consumer devices enables a new class of Web application: community sense and response (CSR) systems, distinguished from standard Web applications by their use of community-owned commercial sensor hardware. Just as social networks connect and share human-generated content, CSR systems gather, share, and act on sensory data from users' Internet-enabled devices. Here, we discuss the Caltech Community Seismic Network (CSN) as a prototypical CSR system harnessing accelerometers in smartphones and consumer electronics, including the systems and algorithmic challenges of designing, building, and evaluating a scalable network for real-time awareness of dangerous earthquakes.",
        "doi": "10.1145/2622633",
        "issn": "0001-0782",
        "publisher": "Association for Computing Machinery",
        "publication": "Communications of the ACM",
        "publication_date": "2014-07",
        "series_number": "7",
        "volume": "57",
        "issue": "7",
        "pages": "66-75"
    },
    {
        "id": "authors:06xvj-bp732",
        "collection": "authors",
        "collection_id": "06xvj-bp732",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20140819-131736568",
        "type": "article",
        "title": "Community Sense and Response Systems: Your Phone as Quake Detector",
        "author": [
            {
                "family_name": "Faulkner",
                "given_name": "Matthew",
                "clpid": "Faulkner-Matthew-Nicholas"
            },
            {
                "family_name": "Clayton",
                "given_name": "Robert W.",
                "orcid": "0000-0003-3323-3508",
                "clpid": "Clayton-R-W"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Chandy",
                "given_name": "K. Mani",
                "orcid": "0000-0001-9190-1290",
                "clpid": "Chandy-K-M"
            },
            {
                "family_name": "Kohler",
                "given_name": "Monica D.",
                "orcid": "0000-0002-4703-190X",
                "clpid": "Kohler-M-D"
            },
            {
                "family_name": "Bunn",
                "given_name": "Julian J.",
                "orcid": "0000-0002-3798-298X",
                "clpid": "Bunn-J"
            },
            {
                "family_name": "Guy",
                "given_name": "Richard",
                "orcid": "0000-0002-8651-5608",
                "clpid": "Guy-R"
            },
            {
                "family_name": "Liu",
                "given_name": "Annie",
                "clpid": "Liu-Annie-H"
            },
            {
                "family_name": "Olson",
                "given_name": "Michael",
                "clpid": "Olson-M"
            },
            {
                "family_name": "Cheng",
                "given_name": "Ming-Hei",
                "clpid": "Cheng-Ming-Hei"
            },
            {
                "family_name": "Krause",
                "given_name": "Andreas",
                "orcid": "0000-0001-7260-9673",
                "clpid": "Krause-A"
            }
        ],
        "abstract": "The proliferation of smartphones and other powerful sensor-equipped consumer devices enables a new class of Web application: community sense and response (CSR) systems, distinguished from standard Web applications by their use of community-owned commercial sensor hardware. Just as social networks connect and share human-generated content, CSR systems gather, share, and act on sensory data from users' Internet-enabled devices. Here, we discuss the Caltech Community Seismic Network (CSN) as a prototypical CSR system harnessing accelerometers in smartphones and consumer electronics, including the systems and algorithmic challenges of designing, building, and evaluating a scalable network for real-time awareness of dangerous earthquakes.",
        "doi": "10.1145/2622633",
        "issn": "0001-0782",
        "publisher": "Association for Computing Machinery",
        "publication": "Communications of the ACM",
        "publication_date": "2014-07",
        "series_number": "7",
        "volume": "57",
        "issue": "7",
        "pages": "66-75"
    },
    {
        "id": "authors:tgdv3-v2n26",
        "collection": "authors",
        "collection_id": "tgdv3-v2n26",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20140306-103803406",
        "type": "article",
        "title": "Rapid Earthquake Characterization Using MEMS Accelerometers and Volunteer Hosts Following the M 7.2 Darfield, New Zealand, Earthquake",
        "author": [
            {
                "family_name": "Lawrence",
                "given_name": "Jesse F.",
                "clpid": "Lawrence-J-F"
            },
            {
                "family_name": "Cochran",
                "given_name": "Elizabeth S.",
                "orcid": "0000-0003-2485-4484",
                "clpid": "Cochran-E-S"
            },
            {
                "family_name": "Chung",
                "given_name": "Angela",
                "clpid": "Chung-Angela"
            },
            {
                "family_name": "Kaiser",
                "given_name": "Anna",
                "clpid": "Kaiser-A"
            },
            {
                "family_name": "Christensen",
                "given_name": "Carl M.",
                "clpid": "Christensen-C-M"
            },
            {
                "family_name": "Allen",
                "given_name": "Richard",
                "clpid": "Allen-R"
            },
            {
                "family_name": "Baker",
                "given_name": "Jack W.",
                "clpid": "Baker-J-W"
            },
            {
                "family_name": "Fry",
                "given_name": "Bill",
                "clpid": "Fry-B"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Kilb",
                "given_name": "Deborah",
                "clpid": "Kilb-D"
            },
            {
                "family_name": "Kohler",
                "given_name": "Monica D.",
                "orcid": "0000-0002-4703-190X",
                "clpid": "Kohler-M-D"
            },
            {
                "family_name": "Taufer",
                "given_name": "Michela",
                "clpid": "Taufer-M"
            }
        ],
        "abstract": "We test the feasibility of rapidly detecting and characterizing earthquakes with the Quake\u2010Catcher Network (QCN) that connects low\u2010cost microelectromechanical systems accelerometers to a network of volunteer\u2010owned, Internet\u2010connected computers. Following the 3 September 2010 M 7.2 Darfield, New Zealand, earthquake we installed over 180 QCN sensors in the Christchurch region to record the aftershock sequence. The sensors are monitored continuously by the host computer and send trigger reports to the central server. The central server correlates incoming triggers to detect when an earthquake has occurred. The location and magnitude are then rapidly estimated from a minimal set of received ground\u2010motion parameters. Full seismic time series are typically not retrieved for tens of minutes or even hours after an event. We benchmark the QCN real\u2010time detection performance against the GNS Science GeoNet earthquake catalog. Under normal network operations, QCN detects and characterizes earthquakes within 9.1 s of the earthquake rupture and determines the magnitude within 1 magnitude unit of that reported in the GNS catalog for 90% of the detections.",
        "doi": "10.1785/0120120196",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2014-02",
        "series_number": "1",
        "volume": "104",
        "issue": "1",
        "pages": "184-192"
    },
    {
        "id": "authors:gka68-mqb50",
        "collection": "authors",
        "collection_id": "gka68-mqb50",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20140501-133917005",
        "type": "article",
        "title": "Earthquake early warning application to buildings",
        "author": [
            {
                "family_name": "Cheng",
                "given_name": "Ming-Hei",
                "clpid": "Cheng-Ming-Hei"
            },
            {
                "family_name": "Wu",
                "given_name": "Stephen",
                "clpid": "Wu-Stephen"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Beck",
                "given_name": "James L.",
                "clpid": "Beck-J-L"
            }
        ],
        "abstract": "In California, United States, an earthquake early warning system is currently being tested through the California Integrated Seismic Network (CISN). The system aims to provide warnings in seconds to tens of seconds prior to the occurrence of ground shaking at a site; since the system broadcasts the location and time of the earthquake, user software can estimate the arrival time and intensity of the expected S-wave. However, the shaking experienced by a user in a tall building will be significantly different from that on the ground. This paper provides a method to develop engineering applications in earthquake early warning system using Performance-based Earthquake Engineering framework. An example is included to estimate the characteristics of shaking that can be expected in mid-rise to high-rise buildings. Potential engineering applications (e.g. elevator control) for buildings based on the prediction of building shaking level are also addressed.",
        "doi": "10.1016/j.engstruct.2013.12.033",
        "issn": "0141-0296",
        "publisher": "Elsevier",
        "publication": "Engineering Structures",
        "publication_date": "2014-02",
        "volume": "60",
        "pages": "155-164"
    },
    {
        "id": "authors:gw406-wvf50",
        "collection": "authors",
        "collection_id": "gw406-wvf50",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20140206-081757812",
        "type": "article",
        "title": "Northridge 20 Years After",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Urban earthquakes such as the 1994 M 6.7 Northridge earthquake\nprovide unique moments of clarity for those of us working\non earthquake hazards. I recall being jolted awake at\n4:31 a.m., 17 January 1994, in my Pasadena home. As I hurried\nto my U.S. Geological Survey (USGS) office on the Caltech\ncampus, I remember wondering what the day would bring.\nWas the epicentral region sparsely populated, or had we just\ntaken a direct hit to urbanized Los Angeles (LA)? We now\nknow that, although damaging shaking extended into the\nLA basin, it was the San Fernando Valley that experienced truly\nviolent shaking; five strong-motion accelerometers recorded\npeak ground velocities (PGV) of more\nthan 1 m=s. Although the attack was over\nin 15 seconds, it left behind about $20 billion\nin damage and millions of terrified\nAngelenos, especially those living in the\nSan Fernando Valley.",
        "doi": "10.1785/0220130194",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "2014-01",
        "series_number": "1",
        "volume": "85",
        "issue": "1",
        "pages": "1-4"
    },
    {
        "id": "authors:vzfnx-5wf20",
        "collection": "authors",
        "collection_id": "vzfnx-5wf20",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20131105-094211973",
        "type": "article",
        "title": "ePAD: Earthquake Probability-Based Automated Decision-Making Framework for Earthquake Early Warning",
        "author": [
            {
                "family_name": "Wu",
                "given_name": "Stephen",
                "clpid": "Wu-Stephen"
            },
            {
                "family_name": "Beck",
                "given_name": "James L.",
                "clpid": "Beck-J-L"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "The benefits and feasibility of earthquake early warning (EEW) are becoming more appreciated throughout the world. An EEW system detects an earthquake initiation based on a seismic sensor network and broadcasts a warning of the predicted location and magnitude shortly before an earthquake hits a site. The typical range of this lead time is very short, for example, from a few seconds up to a minute in California, which is a huge challenge for applications taking advantage of EEW. As a result, a robust automated decision process about whether to initiate a mitigation action is essential. Recent approaches based on cost\u2013benefit analyses to properly treat the trade-off between false alarms and missed alarms still face challenges in practical use, such as the exclusion of an important factor, lead time, in the real-time decision process. In this study, we lay out an earthquake probability-based automated decision-making (ePAD) framework to give a general decision criterion based on basic decision theory and an existing cost\u2013benefit analysis procedure. The concepts of decision function, decision contour, and surrogate model are utilized to achieve fast computation and to allow comparison between various decision criteria. A value of information model is developed to handle the lead time of EEW and its uncertainty to reduce the \"false response rate\" in the cost\u2013benefit trade-off. An illustrative example is presented to demonstrate how this framework allows more flexibility for users to adapt ePAD to correspond to their desired rational decision behavior.",
        "doi": "10.1111/mice.12048",
        "issn": "1093-9687",
        "publisher": "Wiley",
        "publication": "Computer-Aided Civil and Infrastructure Engineering",
        "publication_date": "2013-11",
        "series_number": "10",
        "volume": "28",
        "issue": "10",
        "pages": "737-752"
    },
    {
        "id": "authors:718vc-gc382",
        "collection": "authors",
        "collection_id": "718vc-gc382",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121127-084907094",
        "type": "article",
        "title": "Real-time Finite Fault Rupture Detector (FinDer) for large earthquakes",
        "author": [
            {
                "family_name": "B\u00f6se",
                "given_name": "Maren",
                "clpid": "B\u00f6se-M"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hauksson",
                "given_name": "Egill",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            }
        ],
        "abstract": "To provide rapid estimates of fault rupture extent during large earthquakes, we have developed the Finite Fault Rupture Detector algorithm, 'FinDer'. FinDer uses image recognition techniques to detect automatically surface-projected fault ruptures in real-time (assuming a line source) by estimating their current centroid position, length L, and strike \u03b8. The approach is based on a rapid high-frequency near/far-source classification of ground motion amplitudes in a dense seismic network (station spacing &lt;50 km), and comparison with a set of pre-calculated templates using 'Matching by Correlation'. To increase computational efficiency, we perform the correlation in the wavenumber domain. FinDer keeps track of the current dimensions of a rupture in progress. Errors in L are typically on the same order as station spacing in the network. The continuously updated estimates of source geometries as provided by FinDer make predicted shaking intensities more accurate and thus more useful for earthquake early warning, ShakeMaps, and related products. The applicability of the algorithm is demonstrated for several recorded and simulated earthquakes with different focal mechanisms, including the 2009 M_w 6.3 L'Aquila (Italy), the 1999 M_w 7.6 ChiChi (Taiwan) and the M_w 7.8 ShakeOut scenario earthquake on the southern San Andreas Fault (California).",
        "doi": "10.1111/j.1365-246X.2012.05657.x",
        "issn": "0956-540X",
        "publisher": "Royal Astronomical Society",
        "publication": "Geophysical Journal International",
        "publication_date": "2012-11",
        "series_number": "2",
        "volume": "191",
        "issue": "2",
        "pages": "803-812"
    },
    {
        "id": "authors:a4sjk-nkb87",
        "collection": "authors",
        "collection_id": "a4sjk-nkb87",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20120608-092954406",
        "type": "article",
        "title": "A new paradigm for simulating pulse-like ruptures: the pulse energy equation",
        "author": [
            {
                "family_name": "Elbanna",
                "given_name": "Ahmed E.",
                "clpid": "Elbanna-A-E"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "We investigate the chaotic behaviour of slip pulses that propagate in a spring block slider\nmodel with velocity weakening friction by numerically solving a computationally intensive\nset of n coupled non-linear equations, where n is the number of blocks. We observe that the\nsystem evolves into a spatially heterogeneous pre-stress after the occurrence of a sufficient\nnumber of events. We observe that, although the spatiotemporal evolution of the amplitude of\na slip pulse in a single event is surprisingly complex, the geometric description of the pulses\nis simple and self-similar with respect to the size of the pulse. This observation allows us to\nwrite an energy balance equation that describes the evolution of the pulse as it propagates\nthrough the known pre-stress. The equation predicts the evolution of individual ruptures and\nreduces the computational time dramatically. The long-time solution of the equation reveals\nits multiscale nature and its potential to match many of the long-time statistics of the original\nsystem, but with a much shorter computational time.",
        "doi": "10.1111/j.1365-246X.2012.05464.x",
        "issn": "0956-540X",
        "publisher": "Royal Astronomical Society",
        "publication": "Geophysical Journal International",
        "publication_date": "2012-06",
        "series_number": "3",
        "volume": "189",
        "issue": "3",
        "pages": "1797-1806"
    },
    {
        "id": "authors:kfqtk-94k74",
        "collection": "authors",
        "collection_id": "kfqtk-94k74",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20120503-080024631",
        "type": "article",
        "title": "Rapid Estimation of Earthquake Source and Ground\u2010Motion Parameters for Earthquake Early Warning Using Data from a Single Three\u2010Component Broadband or Strong\u2010Motion Sensor",
        "author": [
            {
                "family_name": "B\u00f6se",
                "given_name": "M.",
                "clpid": "B\u00f6se-M"
            },
            {
                "family_name": "Heaton",
                "given_name": "T.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hauksson",
                "given_name": "E.",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            }
        ],
        "abstract": "We propose a new algorithm to rapidly determine earthquake source and\nground-motion parameters for earthquake early warning (EEW). This algorithm uses\nthe acceleration, velocity, and displacement waveforms of a single three-component\nbroadband (BB) or strong-motion (SM) sensor to perform real-time earthquake/noise\ndiscrimination and near/far source classification. When an earthquake is detected, the\nalgorithm estimates the moment magnitude M, epicentral distance \u0394, and peak\nground velocity (PGV) at the site of observation. The algorithm was constructed\nby using an artificial neural network (ANN) approach. Our training and test datasets\nconsist of 2431 three-component SM and BB records of 161 crustal earthquakes in\nCalifornia, Japan, and Taiwan with 3.1 \u2264 M \u2264 7.6 at \u0394 \u2264 115 km. First estimates become\navailable at t_0 = 0.25 s after the P pick and are regularly updated. We find that\ndisplacement and velocity waveforms are most relevant for the estimation of M and\nPGV, while acceleration is important for earthquake/noise discrimination. Including\nsite corrections reduces the errors up to 10%. The estimates improve by an additional\n10% if we use both the vertical and horizontal components of recorded ground\nmotions. The uncertainties of the predicted parameters decrease with increasing time\nwindow length t_0; larger magnitude events show a slower decay of these uncertainties\nthan small earthquakes. We compare our approach with the \u03c4_c algorithm and find that\nour prediction errors are around 60% smaller. However, in general there is a limitation\nto the prediction accuracy an EEW system can provide if based on single-sensor\nobservations.",
        "doi": "10.1785/0120110152",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2012-04",
        "series_number": "2",
        "volume": "102",
        "issue": "2",
        "pages": "738-750"
    },
    {
        "id": "authors:6g3sj-j2x34",
        "collection": "authors",
        "collection_id": "6g3sj-j2x34",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20110613-114052066",
        "type": "article",
        "title": "Models of Stochastic, Spatially Varying Stress in the Crust Compatible with Focal-Mechanism Data, and How Stress Inversions Can Be Biased toward the Stress Rate",
        "author": [
            {
                "family_name": "Smith",
                "given_name": "Deborah Elaine",
                "clpid": "Smith-D-E"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Evidence suggests that slip in earthquakes and the resultant stress changes are spatially heterogeneous. If crustal stress from past earthquakes is spatially heterogeneous, then earthquake focal mechanisms should also be spatially variable. We describe the statistical attributes of simulated earthquake catalogs, including hypocenters and focal mechanisms, for a spatially 3D, time-varying model of the crustal stress tensor with stochastic spatial variations. It is assumed that temporal variations in stress are spatially smooth and are primarily caused by plate tectonics. Spatial variations in stress are assumed to be the result of past earthquakes and are independent of time for periods between major earthquakes. It is further assumed that heterogeneous stress can\nbe modeled as a stochastic process that is specified by an autocorrelation function. Synthetic catalogs of earthquake hypocenters and their associated focal mechanisms are produced by identifying the locations and times at which the second deviatoric stress invariant exceeds a specified limit. The model produces a seismicity catalog that is\nspatially biased. The only points in the grid that exceed the failure stress are those where the heterogeneous stress is approximately aligned with the stress rate. This bias results in a focal-mechanism catalog that appears less heterogeneous than the underlying stress orientations. Comparison of synthetic focal-mechanism catalogs with catalogs of real earthquakes suggests that stress in the crust is heterogeneous. Stochastic parameters are estimated which generate distance dependent spatial variations in focal mechanisms similar to those reported by Hardebeck (2006) for southern California.",
        "doi": "10.1785/0120100058",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2011-06",
        "series_number": "3",
        "volume": "101",
        "issue": "3",
        "pages": "1396-1421"
    },
    {
        "id": "authors:y28tn-rxv89",
        "collection": "authors",
        "collection_id": "y28tn-rxv89",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20181204-101825456",
        "type": "article",
        "title": "Scientific Value of Real-Time Global Positioning System Data",
        "author": [
            {
                "family_name": "Hammond",
                "given_name": "William C.",
                "clpid": "Hammond-W-C"
            },
            {
                "family_name": "Brooks",
                "given_name": "Benjamin A.",
                "clpid": "Brooks-B-A"
            },
            {
                "family_name": "B\u00fcrgmann",
                "given_name": "Roland",
                "orcid": "0000-0002-3560-044X",
                "clpid": "B\u00fcrgmann-R"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Jackson",
                "given_name": "Michael",
                "clpid": "Jackson-Michael"
            },
            {
                "family_name": "Lowry",
                "given_name": "Anthony R.",
                "clpid": "Lowry-Anthony-R"
            },
            {
                "family_name": "Anandakrishnan",
                "given_name": "Sridhar",
                "clpid": "Anandakrishnan-Sridhar"
            }
        ],
        "abstract": "The Global Positioning System (GPS) is an example of a Global Navigation Satellite System (GNSS) that provides an essential complement to other geophysical networks because of its high precision, sensitivity to the longest\u2010period bands, ease of deployment, and ability to measure displacement and atmospheric properties over local to global scales. Recent and ongoing technical advances, combined with decreasing equipment and data acquisition costs, portend rapid increases in accessibility of data from expanding global geodetic networks. Scientists and the public are beginning to have access to these high\u2010rate, continuous data streams and event\u2010specific information within seconds to minutes rather than days to months. These data provide the opportunity to observe Earth system processes with greater accuracy and detail, as they occur.",
        "doi": "10.1029/2011eo150001",
        "issn": "0096-3941",
        "publisher": "American Geophysical Union",
        "publication": "Eos",
        "publication_date": "2011-04-12",
        "series_number": "15",
        "volume": "92",
        "issue": "15",
        "pages": "125-126"
    },
    {
        "id": "authors:hgd8j-2yq06",
        "collection": "authors",
        "collection_id": "hgd8j-2yq06",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20110414-092400175",
        "type": "article",
        "title": "Reply to \"Comment on 'Statistical Features of Short-Period and Long-Period Near-Source Ground Motions' by Masumi Yamada, Anna H. Olsen, and Thomas H. Heaton\" by Roberto Paolucci, Carlo Cauzzi, Ezio Faccioli, Marco Stupazzini, and Manuela Villani",
        "author": [
            {
                "family_name": "Yamada",
                "given_name": "Masumi",
                "clpid": "Yamada-Masumi"
            },
            {
                "family_name": "Olsen",
                "given_name": "Anna H.",
                "clpid": "Olsen-A-H"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "The comment by Paolucci and colleagues (Paolucci et al., 2011) states that a probabilistic seismic hazard analysis (PSHA) can provide \"reliable prediction of long-period spectral ordinates.\" The result of such an analysis would be in contrast to the more uncertain prediction suggested by our empirical, and proposed theoretical, distribution of near-source ground displacements in past, large magnitude earthquakes (Yamada et al., 2009). After addressing two specific concerns of Paolucci and colleagues, we use the balance of this reply to discuss the apparent differences between a PSHA and our observations. These two approaches to understanding the seismic hazard of long-period ground motions should be consistent even though they view the problem from different perspectives.",
        "doi": "10.1785/0120100210",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2011-04",
        "series_number": "2",
        "volume": "101",
        "issue": "2",
        "pages": "919-924"
    },
    {
        "id": "authors:rnqrr-5y876",
        "collection": "authors",
        "collection_id": "rnqrr-5y876",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20120213-121753118",
        "type": "article",
        "title": "Community Seismic Network",
        "author": [
            {
                "family_name": "Clayton",
                "given_name": "Robert W.",
                "orcid": "0000-0003-3323-3508",
                "clpid": "Clayton-R-W"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Chandy",
                "given_name": "Mani",
                "orcid": "0000-0001-9190-1290",
                "clpid": "Chandy-K-M"
            },
            {
                "family_name": "Krause",
                "given_name": "R. Andreas",
                "orcid": "0000-0001-7260-9673",
                "clpid": "Krause-R-Andreas"
            },
            {
                "family_name": "Kohler",
                "given_name": "Monica",
                "orcid": "0000-0002-4703-190X",
                "clpid": "Kohler-M-D"
            },
            {
                "family_name": "Bunn",
                "given_name": "Julian",
                "orcid": "0000-0002-3798-298X",
                "clpid": "Bunn-J"
            },
            {
                "family_name": "Guy",
                "given_name": "Richard",
                "clpid": "Guy-R"
            },
            {
                "family_name": "Olson",
                "given_name": "Michael",
                "clpid": "Olson-Michael-James"
            },
            {
                "family_name": "Faulkner",
                "given_name": "Matthew",
                "clpid": "Faulkner-Matthew-Nicholas"
            },
            {
                "family_name": "Cheng",
                "given_name": "MingHei",
                "clpid": "Cheng-Ming-Hei"
            },
            {
                "family_name": "Strand",
                "given_name": "Leif",
                "clpid": "Strand-L"
            },
            {
                "family_name": "Chandy",
                "given_name": "Rishi",
                "clpid": "Chandy-R"
            },
            {
                "family_name": "Obenshain",
                "given_name": "Daniel",
                "clpid": "Obenshain-D"
            },
            {
                "family_name": "Liu",
                "given_name": "Annie",
                "clpid": "Liu-Annie-Hsin-Wen"
            },
            {
                "family_name": "Aivazis",
                "given_name": "Michael",
                "clpid": "Aivazis-M"
            }
        ],
        "abstract": "The article describes the design of the Community Seismic Network, which is a dense open seismic network based on low cost sensors. The inputs are from sensors hosted by volunteers from the community by direct connection to their personal computers, or through sensors built into mobile devices. The server is cloud-based for robustness and to dynamically handle the load of impulsive earthquake events. The main product of the network is a map of peak acceleration, delivered within seconds of the ground shaking. The lateral variations in the level of shaking will be valuable to first responders, and the waveform information from a dense network will allow detailed mapping of the rupture process. Sensors in buildings may be useful for monitoring the state-of-health of the structure after major shaking.",
        "doi": "10.4401/ag-5269",
        "issn": "1593-5213",
        "publisher": "Istituto Nazionale di Geofisica e Vulcanologia",
        "publication": "Annals of Geophysics",
        "publication_date": "2011",
        "series_number": "6",
        "volume": "54",
        "issue": "6",
        "pages": "738-747"
    },
    {
        "id": "authors:w78jz-3r586",
        "collection": "authors",
        "collection_id": "w78jz-3r586",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20101122-093208930",
        "type": "article",
        "title": "Probabilistic prediction of rupture length, slip and seismic ground motions for an ongoing rupture: implications for early warning for large earthquakes",
        "author": [
            {
                "family_name": "B\u00f6se",
                "given_name": "Maren",
                "clpid": "B\u00f6se-M"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Earthquake EarlyWarning (EEW) predicts future ground shaking based on presently available\ndata. Long ruptures present the best opportunities for EEW since many heavily shaken areas\nare distant from the earthquake epicentre and may receive long warning times. Predicting\nthe shaking from large earthquakes, however, requires some estimate of the likelihood of the\nfuture evolution of an ongoing rupture. An EEW system that anticipates future rupture using\nthe present magnitude (or rupture length) together with the Gutenberg-Richter frequencysize\nstatistics will likely never predict a large earthquake, because of the rare occurrence of\n'extreme events'. However, it seems reasonable to assume that large slip amplitudes increase\nthe probability for evolving into a large earthquake. To investigate the relationship between the\nslip and the eventual size of an ongoing rupture, we simulate suites of 1-D rupture series from\nstochastic models of spatially heterogeneous slip. We find that while large slip amplitudes\nincrease the probability for the continuation of a rupture and the possible evolution into a\n'Big One', the recognition that rupture is occurring on a spatially smooth fault has an even\nstronger effect.We conclude that anEEWsystem for large earthquakes needs some mechanism\nfor the rapid recognition of the causative fault (e.g., from real-time GPS measurements) and\nconsideration of its 'smoothness'. An EEW system for large earthquakes on smooth faults,\nsuch as the San Andreas Fault, could be implemented in two ways: the system could issue\na warning, whenever slip on the fault exceeds a few metres, because the probability for a\nlarge earthquake is high and strong shaking is expected to occur in large areas around the\nfault. A more sophisticated EEW system could use the present slip on the fault to estimate the\nfuture slip evolution and final rupture dimensions, and (using this information) could provide\nprobabilistic predictions of seismic ground motions along the evolving rupture. The decision\non whether an EEW system should be realized in the first or in the second way (or in a\ncombination of both) is user-specific.",
        "doi": "10.1111/j.1365-246X.2010.04774.x",
        "issn": "0956-540X",
        "publisher": "Royal Astronomical Society",
        "publication": "Geophysical Journal International",
        "publication_date": "2010-11-10",
        "series_number": "2",
        "volume": "183",
        "issue": "2",
        "pages": "1014-1030"
    },
    {
        "id": "authors:3njgn-kzn36",
        "collection": "authors",
        "collection_id": "3njgn-kzn36",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20091208-111331472",
        "type": "article",
        "title": "Statistical Features of Short-Period and Long-Period Near-Source Ground Motions",
        "author": [
            {
                "family_name": "Yamada",
                "given_name": "Masumi",
                "clpid": "Yamada-Masumi"
            },
            {
                "family_name": "Olsen",
                "given_name": "Anna H.",
                "clpid": "Olsen-A-H"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "This study collects recorded ground motions from the near-source region of large earthquakes and considers to what extent this historic record can inform expectations of future ground motions at similar sites. The distribution of observed peak ground acceleration (PGA) is well approximated by the lognormal distribution, and we expect the observed distribution to remain unchanged with the addition of data from future earthquakes. However, the distribution of peak ground displacements (PGD) will likely change after a well-recorded large earthquake. Specifically we expect future observations of PGD greater than those previously recorded. We use seismic scaling relations to motivate the expected distribution of PGD as uniform on the logarithmic scale, or at least fat-tailed. Because PGA does not scale with fault rupture area or slip on the fault, there are no such scaling relations to predict the observed distribution of PGA. The observed records show that there is essentially no correlation between PGD and PGA for near-source ground motions from large events. The large uncertainty in a future value of PGD in the near-source region of a large earthquake exists despite the ability of Earth scientists to accurately model long-period ground motions. In contrast, the relative certainty in a future value of PGA exists despite the inability to model short-period ground motions reliably. The stability of the observed distribution of PGA with respect to new ground-motion records enables us to predict the distribution of future PGA and to calculate the probability of exceeding the largest recorded PGA.",
        "doi": "10.1785/0120090067",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2009-12-01",
        "series_number": "6",
        "volume": "99",
        "issue": "6",
        "pages": "3264-3274"
    },
    {
        "id": "authors:w1e0t-ra376",
        "collection": "authors",
        "collection_id": "w1e0t-ra376",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20091103-091810995",
        "type": "article",
        "title": "Real-time Performance of the Virtual Seismologist Earthquake Early Warning Algorithm in Southern California",
        "author": [
            {
                "family_name": "Cua",
                "given_name": "Georgia",
                "clpid": "Cua-Georgia-B"
            },
            {
                "family_name": "Fischer",
                "given_name": "Michael",
                "clpid": "Fischer-Michael"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Wiemer",
                "given_name": "Stefan",
                "clpid": "Wiemer-Stefan"
            }
        ],
        "abstract": "The Virtual Seismologist (VS) method is a Bayesian approach to regional network-based earthquake early warning (EEW) that estimates earthquake magnitude, location, and the distribution of peak ground motion using observed ground motion amplitudes, predefined prior information, and appropriate attenuation relationships (Cua 2005; Cua and Heaton 2007). The application of Bayes's theorem in earthquake early warning (Cua 2005) states that the most probable source estimate at any given time is a combination of contributions from prior information (possibilities include network topology or station health status, regional hazard maps, earthquake forecasts, the Gutenberg-Richter magnitude-frequency relationship) and a likelihood function, which takes into account observations from the ongoing earthquake. Prior information can be considered relatively static over the timescale of a given earthquake rupture. The changes in the source estimates and predicted peak ground motion distribution, which are updated each second, are due to changes in the likelihood function as additional arrival and amplitude data become available. The potential use of prior information differentiates the VS approach from other regional, network-based EEW algorithms, such as ElarmS (Allen and Kanamori 2003).",
        "doi": "10.1785/gssrl.80.5.740",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "2009-09",
        "series_number": "5",
        "volume": "80",
        "issue": "5",
        "pages": "740-747"
    },
    {
        "id": "authors:5wn39-42g71",
        "collection": "authors",
        "collection_id": "5wn39-42g71",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20091030-105027137",
        "type": "article",
        "title": "The Slapdown Phase in High-acceleration Records of Large Earthquakes",
        "author": [
            {
                "family_name": "Yamada",
                "given_name": "Masumi",
                "clpid": "Yamada-Masumi"
            },
            {
                "family_name": "Mori",
                "given_name": "Jim",
                "clpid": "Mori-Jim"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "The 2008 Iwate-Miyagi Nairiku earthquake (M_w 6.9, M_(jma) 7.2) produced strong shaking throughout northern Honshu, Japan, with severe damage to buildings and extensive landslides. The shallow event occurred in southwestern Iwate Prefecture (39.03\u00b0N, 140.88\u00b0E, depth 8 km) on 13 June 2008 at 23:43:45 GMT (Japan Meteorological Agency 2008). This earthquake produced relatively high-frequency ground motions, which resulted in large values of peak ground acceleration (PGA). The surface accelerometer of the station IWTH25 of KiK-net, located 3 km southwest of the epicenter, produced one of the largest strong-motion values of PGA (4,278 cm/s^2 for the vector sum of the three components) ever recorded (http://www.kik.bosai.go.jp/kik/index_en.shtml). \n\nThe new accelerometers installed in KiK-net last year have a recording range up to 4,000 cm/s^2, which made it possible to record such large ground motions near the source (http://www.kik.bosai.go.jp/kik/index_en.shtml). The sampling rate of the record of IWTH25 is 100 Hz (http://www.kik.bosai.go.jp/kik/index_en.shtml). \n\nThe surface acceleration record at station IWTH25 shows an asymmetric amplification in the vertical components (Aoi et al. 2008). The upward vertical acceleration is much larger than the downward direction, although in the borehole record at a depth of 260 m at the same site, the upward and downward accelerations have symmetric amplitudes (Figure 1). On the other hand, the horizontal components do not show this asymmetric effect. This difference between the surface and borehole recordings for the vertical component implies a strong nonlinear amplification. In this paper, we will analyze these records and propose a mechanism to produce the large vertical accelerations. The predominance of large upward acceleration spikes is not unique to the Iwate-Miyagi Nairiku earthquake, so our proposed mechanism may be applicable to a number of large vertical acceleration records.",
        "doi": "10.1785/gssrl.80.4.559",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "2009-07",
        "series_number": "4",
        "volume": "80",
        "issue": "4",
        "pages": "559-564"
    },
    {
        "id": "authors:nq6dr-zx536",
        "collection": "authors",
        "collection_id": "nq6dr-zx536",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20090807-071209164",
        "type": "article",
        "title": "A New Trigger Criterion for Improved Real-Time Performance of Onsite Earthquake Early Warning in Southern California",
        "author": [
            {
                "family_name": "B\u00f6se",
                "given_name": "M.",
                "clpid": "B\u00f6se-M"
            },
            {
                "family_name": "Hauksson",
                "given_name": "E.",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Solanki",
                "given_name": "K.",
                "clpid": "Solanki-K"
            },
            {
                "family_name": "Kanamori",
                "given_name": "H.",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Wu",
                "given_name": "Y.-M.",
                "clpid": "Wu-Yih-Min"
            },
            {
                "family_name": "Heaton",
                "given_name": "T. H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "We have implemented and tested an algorithm for onsite earthquake early warning (EEW) in California using the infrastructure of the Southern California Seismic Network (SCSN). The algorithm relies on two parameters derived from the initial 3 sec of P waveform data at a single seismic sensor: period parameter \u03c4_c and high-pass filtered displacement amplitude P_d. Previous studies have determined empirical relationships between c and the moment magnitude M_w of an earthquake, and between P_d and the peak ground velocity (PGV) at the site of observation. In 2007, seven local earthquakes in southern California with 4.0\u2264M_L\u22644.7 have triggered the calculation of M_w and PGV by the EEW algorithm. While the mean values of estimated parameters were in the expected range, the scatter was large, in particular for the smallest events. During the same time period the EEW algorithm produced a large number of false triggers due to low trigger thresholds. To improve the real-time performance of the onsite approach, we have developed a new trigger criterion that is based on combinations of observed \u03c4 _c and P_d values. This new criterion removes 97% of previous false triggers and leads to a significant reduction of the scatter in magnitude estimates for small earthquakes.",
        "doi": "10.1785/0120080034",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2009-04",
        "series_number": "2a",
        "volume": "99",
        "issue": "2a",
        "pages": "897-905"
    },
    {
        "id": "authors:agkef-bnq14",
        "collection": "authors",
        "collection_id": "agkef-bnq14",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20090807-113700227",
        "type": "article",
        "title": "Real-time testing of the on-site warning algorithm in southern California and its performance during the July 29 2008 M_w5.4 Chino Hills earthquake",
        "author": [
            {
                "family_name": "B\u00f6se",
                "given_name": "M.",
                "clpid": "B\u00f6se-M"
            },
            {
                "family_name": "Hauksson",
                "given_name": "E.",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Solanki",
                "given_name": "K.",
                "clpid": "Solanki-K"
            },
            {
                "family_name": "Kanamori",
                "given_name": "H.",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Heaton",
                "given_name": "T. H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "The real-time performance of the \u03c4_c -P_d on-site early warning algorithm currently is being tested within the California Integrated Seismic Network (CISN). Since January 2007, the algorithm has detected 58 local earthquakes in southern California and Baja with moment magnitudes of 3.0 \u2264 M_w \u2264 5.4. Combined with newly derived station corrections the algorithm allowed for rapid determination of moment magnitudes and Modified Mercalli Intensity (MMI) with uncertainties of \u00b10.5 and \u00b10.7 units, respectively. The majority of reporting delays ranged from 9 to 16 s. The largest event, the July 29 2008 M_w5.4 Chino Hills earthquake, triggered a total of 60 CISN stations in epicentral distances of up to 250 km. Magnitude predictions at these stations ranged from M_w4.4 to M_w6.5 with a median of M_w5.6. The closest station would have provided up to 6 s warning at Los Angeles City Hall, located 50 km to the west-northwest of Chino Hills.",
        "doi": "10.1029/2008GL036366",
        "issn": "0094-8276",
        "publisher": "American Geophysical Union",
        "publication": "Geophysical Research Letters",
        "publication_date": "2009-02-05",
        "series_number": "3",
        "volume": "36",
        "issue": "3",
        "pages": "Art. No. L00B03"
    },
    {
        "id": "authors:jxbx8-t6f45",
        "collection": "authors",
        "collection_id": "jxbx8-t6f45",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121128-095555235",
        "type": "article",
        "title": "Constraining fault constitutive behavior with slip and stress heterogeneity",
        "author": [
            {
                "family_name": "Aagaard",
                "given_name": "B. T.",
                "orcid": "0000-0002-8795-9833",
                "clpid": "Aagaard-B-T"
            },
            {
                "family_name": "Heaton",
                "given_name": "T. H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "We study how enforcing self-consistency in the statistical properties of the preshear and postshear stress on a fault can be used to constrain fault constitutive behavior beyond that required to produce a desired spatial and temporal evolution of slip in a single event. We explore features of rupture dynamics that (1) lead to slip heterogeneity in earthquake ruptures and (2) maintain these conditions following rupture, so that the stress field is compatible with the generation of aftershocks and facilitates heterogeneous slip in subsequent events. Our three-dimensional finite element simulations of magnitude 7 events on a vertical, planar strike-slip fault show that the conditions that lead to slip heterogeneity remain in place after large events when the dynamic stress drop (initial shear stress) and breakdown work (fracture energy) are spatially heterogeneous. In these models the breakdown work is on the order of MJ/m^2, which is comparable to the radiated energy. These conditions producing slip heterogeneity also tend to produce narrower slip pulses independent of a slip rate dependence in the fault constitutive model. An alternative mechanism for generating these confined slip pulses appears to be fault constitutive models that have a stronger rate dependence, which also makes them difficult to implement in numerical models. We hypothesize that self-consistent ruptures could also be produced by very narrow slip pulses propagating in a self-sustaining heterogeneous stress field with breakdown work comparable to fracture energy estimates of kJ/M^2.",
        "doi": "10.1029/2006JB004793",
        "issn": "0148-0227",
        "publisher": "American Geophysical Union",
        "publication": "Journal of Geophysical Research B",
        "publication_date": "2008-04-08",
        "series_number": "B4",
        "volume": "113",
        "issue": "B4",
        "pages": "Art. No. B04301"
    },
    {
        "id": "authors:s2c46-09961",
        "collection": "authors",
        "collection_id": "s2c46-09961",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:YAMbssa08",
        "type": "article",
        "title": "Real-Time Estimation of Fault Rupture Extent Using Envelopes of Acceleration",
        "author": [
            {
                "family_name": "Yamada",
                "given_name": "Masumi",
                "clpid": "Yamada-Masumi"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "We present a new strategy to estimate the geometry of a rupture on a finite fault in real time for earthquake early warning. We extend the work of Cua and Heaton who developed the virtual seismologist (VS) method (Cua, 2005), which is a Bayesian approach to seismic early warning using envelope attenuation relationships. This article extends the VS method to large earthquakes where fault finiteness is important. We propose a new model to simulate high-frequency motions from earthquakes with large rupture dimension: the envelope of high-frequency ground motion from a large earthquake can be expressed as a root-mean-squared combination of envelope functions from smaller earthquakes. We use simulated envelopes of ground acceleration to estimate the direction and length of a rupture in real time. Using the 1999 Chi-Chi earthquake dataset, we have run simulations with different parameters to discover which parameters best describe the rupture geometry as a function of time. We parameterize the fault geometry with an epicenter, a fault strike, and two along-strike rupture lengths. The simulation results show that the azimuthal angle of the fault line converges to the minimum uniquely, and the estimation agrees with the actual Chi-Chi earthquake fault geometry quite well. The rupture direction can be estimated at 10 s after the event onset, and the final solution is achieved after 20 s. While this methodology seems quite promising for warning systems, it only works well when there is an adequate distribution of near-source stations.",
        "doi": "10.1785/0120060218",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2008-04",
        "series_number": "2",
        "volume": "98",
        "issue": "2",
        "pages": "607-619"
    },
    {
        "id": "authors:zqaz6-qjc67",
        "collection": "authors",
        "collection_id": "zqaz6-qjc67",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:OLSbssa08",
        "type": "article",
        "title": "Long-Period Building Response to Earthquakes in the San Francisco Bay Area",
        "author": [
            {
                "family_name": "Olsen",
                "given_name": "Anna H.",
                "clpid": "Olsen-A-H"
            },
            {
                "family_name": "Aagaard",
                "given_name": "Brad T.",
                "orcid": "0000-0002-8795-9833",
                "clpid": "Aagaard-B-T"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "This article reports a study of modeled, long-period building responses to ground-motion simulations of earthquakes in the San Francisco Bay Area. The earthquakes include the 1989 magnitude 6.9 Loma Prieta earthquake, a magnitude 7.8 simulation of the 1906 San Francisco earthquake, and two hypothetical magnitude 7.8 northern San Andreas fault earthquakes with hypocenters north and south of San Francisco. We use the simulated ground motions to excite nonlinear models of 20-story, steel, welded moment-resisting frame (MRF) buildings. We consider MRF buildings designed with two different strengths and modeled with either ductile or brittle welds. Using peak interstory drift ratio (IDR) as a performance measure, the stiffer, higher strength building models outperform the equivalent more flexible, lower strength designs. The hypothetical magnitude 7.8 earthquake with hypocenter north of San Francisco produces the most severe ground motions. In this simulation, the responses of the more flexible, lower strength building model with brittle welds exceed an IDR of 2.5% (that is, threaten life safety) on 54% of the urban area, compared to 4.6% of the urban area for the stiffer, higher strength building with ductile welds. We also use the simulated ground motions to predict the maximum isolator displacement of base-isolated buildings with linear, single-degree-of-freedom (SDOF) models. For two existing 3-sec isolator systems near San Francisco, the design maximum displacement is 0.5 m, and our simulations predict isolator displacements for this type of system in excess of 0.5 m in many urban areas. This article demonstrates that a large, 1906-like earthquake could cause significant damage to long-period buildings in the San Francisco Bay Area.",
        "doi": "10.1785/0120060408",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2008-04",
        "series_number": "2",
        "volume": "98",
        "issue": "2",
        "pages": "1047-1065"
    },
    {
        "id": "authors:0yeda-fsv76",
        "collection": "authors",
        "collection_id": "0yeda-fsv76",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:YAMbssa07",
        "type": "article",
        "title": "Real-time estimation of fault rupture extent using near-source versus far-source classification",
        "author": [
            {
                "family_name": "Yamada",
                "given_name": "Masumi",
                "clpid": "Yamada-Masumi"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Beck",
                "given_name": "James",
                "clpid": "Beck-J-L"
            }
        ],
        "abstract": "To estimate the fault dimension of an earthquake in real time, we present a methodology to classify seismic records into near-source or far-source records. Characteristics of ground motion, such as peak ground acceleration, have a strong correlation with the distance from a fault rupture for large earthquakes. This study analyzes peak ground motions and finds the function that best classifies near-source and far-source records based on these parameters. We perform (1) Fisher's linear discriminant analysis and two different Bayesian methods to find the coefficients\nof the linear discriminant function and (2) Bayesian model class selection to find the best combination of the peak ground-motion parameters. Bayesian model class selection shows that the combination of vertical acceleration and horizontal velocity produces the best performance for the classification. The linear discriminant function produced by the three methods classifies near-source and far-source data, and in addition, the Bayesian methods give the probability for a station to be near-source, based on the ground-motion measurements. This discriminant function is useful to estimate the fault rupture dimension in real time, especially for large earthquakes.",
        "doi": "10.1785/0120060243",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2007-12",
        "series_number": "6",
        "volume": "97",
        "issue": "6",
        "pages": "1890-1910"
    },
    {
        "id": "authors:x9mer-w6k39",
        "collection": "authors",
        "collection_id": "x9mer-w6k39",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:KOHbssa07",
        "type": "article",
        "title": "Propagating waves in the steel, moment-frame factor building recorded during earthquakes",
        "author": [
            {
                "family_name": "Kohler",
                "given_name": "Monica D.",
                "orcid": "0000-0002-4703-190X",
                "clpid": "Kohler-M-D"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Bradford",
                "given_name": "Samuel C.",
                "clpid": "Bradford-S-C"
            }
        ],
        "abstract": "Wave-propagation effects can be useful in determining the system identification\nof buildings such as the densely instrumented University of California, Los\nAngeles, Factor building. Waveform data from the 72-channel array in the 17-story\nmoment-resisting steel frame Factor building are used in comparison with finiteelement\ncalculations for predictive behavior. The high dynamic range of the 24-bit\ndigitizers allows both strong motions and ambient vibrations to be recorded with\nreasonable signal-to-noise ratios. A three-dimensional model of the Factor building\nhas been developed based on structural drawings. Observed displacements for 20\nsmall and moderate, local and regional earthquakes were used to compute the\nimpulse response functions of the building by deconvolving the subbasement records\nas representative input motions at its base. The impulse response functions were then\nstacked to bring out wave-propagation effects more clearly. The stacked data are\nused as input into theoretical dynamic analysis simulations of the building's response.",
        "doi": "10.1785/0120060148",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2007-08",
        "series_number": "4",
        "volume": "97",
        "issue": "4",
        "pages": "1334-1345"
    },
    {
        "id": "authors:thv2a-86589",
        "collection": "authors",
        "collection_id": "thv2a-86589",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121121-131441532",
        "type": "article",
        "title": "Will Performance-based Earthquake Engineering Break the Power Law?",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "It seems that the entire community of earthquake professionals was stunned by the number of fatalities (approximately 300,000 dead or missing and presumed dead) in the 2004 Sumatran-Andaman earthquake and tsunami. It took us by surprise and seemed so out of proportion with anything that occurred in the decades prior. It was a rare confluence of circumstances that led to such massive loss. If, through our earthquake studies, we had been able to prevent just 5% of those deaths, then we would have saved more lives than have been lost in all other tsunamis for many decades. One clear lesson stands out from this tragedy: We must do a better job on tsunami hazard mitigation efforts for very large earthquakes (M &gt; 9). While these events are rare, they account for most of the total hazard.",
        "doi": "10.1785/gssrl.78.2.183",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "2007-03",
        "series_number": "2",
        "volume": "78",
        "issue": "2",
        "pages": "183-185"
    },
    {
        "id": "authors:pxezy-na460",
        "collection": "authors",
        "collection_id": "pxezy-na460",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121120-092458419",
        "type": "article",
        "title": "The Observed Wander of the Natural Frequencies in a Structure",
        "author": [
            {
                "family_name": "Clinton",
                "given_name": "John F.",
                "orcid": "0000-0001-8626-2703",
                "clpid": "Clinton-J-F"
            },
            {
                "family_name": "Bradford",
                "given_name": "S. Case",
                "clpid": "Bradford-S-C"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Favela",
                "given_name": "Javier",
                "clpid": "Favela-J"
            }
        ],
        "abstract": "The Southern California Seismic Network (scsn) has recently installed seismic stations in two buildings on the Caltech campus (Millikan Library and the Broad Center). Continuous real-time accelerometer data from these structures are now freely available to the community. This dataset provides a new opportunity to observe, and better understand, the variances in the primary dynamic property of a building system, its natural frequencies. Historical data (triggered strong-motion records, ambient and forced vibration tests) from the well-studied Millikan Library show dramatic decreases in natural frequencies, attributed mainly to moderately large local earthquakes. The current forced vibration east\u2013west fundamental frequency is 22% lower than that originally measured in 1968. Analysis of the new continuous data stream allows the examination of other previously unrecognized sources of measurable change in the fundamental frequencies, such as weather (wind, rain, and temperature), as well as nonlinear building vibrations from small local and moderate regional earthquakes. Understanding these nonlinear shifts is one of the long-term goals of real-time building instrumentation and is critical if these systems are to be used as a postearthquake damage assessment tool.",
        "doi": "10.1785/0120050052",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2006-02",
        "series_number": "1",
        "volume": "96",
        "issue": "1",
        "pages": "237-257"
    },
    {
        "id": "authors:q9xtw-1ne31",
        "collection": "authors",
        "collection_id": "q9xtw-1ne31",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121126-150844917",
        "type": "article",
        "title": "Simulated performance of steel moment-resisting frame buildings in the 2003 Tokachi-oki earthquake",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Yang",
                "given_name": "Jing",
                "clpid": "Yang-Jing"
            },
            {
                "family_name": "Hall",
                "given_name": "John",
                "orcid": "0000-0002-7863-5060",
                "clpid": "Hall-J-F"
            }
        ],
        "abstract": "We simulate the response of 6 and 20 story steel moment-resisting frame buildings (US 1994 UBC) for ground motions recorded in the 2003 Tokachi-oki earthquake. We consider buildings with both perfect welds and also with brittle welds similar to those observed in the 1994 Northridge earthquake. Although existing short, strong buildings in Japanese towns performed well in this earthquake, our simulations indicate that flexible buildings would have been strongly excited by this earthquake. Simulated deformations are large enough in some basin regions that one could expect irreparable damage at many locations for both the 6- and 20-story buildings. In a few instances, the 20-story building with brittle welds experienced dangerously large deformations.",
        "issn": "0040-8972",
        "publisher": "University of Tokyo, Earthquake Research Institute",
        "publication": "Bulletin of the Earthquake Research Institute",
        "publication_date": "2006",
        "series_number": "3-4",
        "volume": "81",
        "issue": "3-4",
        "pages": "325-329"
    },
    {
        "id": "authors:8se57-88f30",
        "collection": "authors",
        "collection_id": "8se57-88f30",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130305-102043001",
        "type": "article",
        "title": "The effect of slip variability on earthquake slip-length scaling",
        "author": [
            {
                "family_name": "Liu-Zeng",
                "given_name": "Jing",
                "clpid": "Liu-Zeng-Jing"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "DiCaprio",
                "given_name": "Chrstopher",
                "clpid": "DiCaprio-C-J"
            }
        ],
        "abstract": "There has been debate on whether average slip D in long ruptures should scale with rupture length L, or with rupture width W. This scaling discussion is equivalent to asking whether average stress drop \u0394\u03c3, which is sometimes considered an intrinsic frictional property of a fault, is approximately constant over a wide range of earthquake sizes. In this paper, we examine slip-length scaling relations using a simplified 1-D model of spatially heterogeneous slip. The spatially heterogeneous slip is characterized by a stochastic function with a Fourier spectrum that decays as k^(\u2212\u03b1), where k is the wavenumber and \u03b1 is a parameter that describes the spatial smoothness of slip. We adopt the simple rule that an individual earthquake rupture consists of only one spatially continuous segment of slip (i.e. earthquakes are not generally separable into multiple disconnected segments of slip). In this model, the slip-length scaling relation is intimately related to the spatial heterogeneity of the slip; linear scaling of average slip with rupture length only occurs when \u03b1 is about 1.5, which is a relatively smooth spatial distribution of slip. We investigate suites of simulated ruptures with different smoothness, and we show that faults with large slip heterogeneity tend to have higher D/L ratios than those with spatially smooth slip. The model also predicts that rougher faults tend to generate larger numbers of small earthquakes, whereas smooth faults may have a uniform size distribution of earthquakes. This simple 1-D fault model suggests that some aspects of stress drop scaling are a consequence of whatever is responsible for the spatial heterogeneity of slip in earthquakes.",
        "doi": "10.1111/j.1365-246X.2005.02679.x",
        "issn": "0956-540X",
        "publisher": "Royal Astronomical Society",
        "publication": "Geophysical Journal International",
        "publication_date": "2005-09",
        "series_number": "3",
        "volume": "162",
        "issue": "3",
        "pages": "841-849"
    },
    {
        "id": "authors:gp30p-eec80",
        "collection": "authors",
        "collection_id": "gp30p-eec80",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121120-093103363",
        "type": "article",
        "title": "Teleseismic Body Waves from Dynamically Rupturing Shallow Thrust Faults: Are They Opaque for Surface-Reflected Phases?",
        "author": [
            {
                "family_name": "Smith",
                "given_name": "Deborah Elaine",
                "clpid": "Smith-D-E"
            },
            {
                "family_name": "Aagaard",
                "given_name": "Brad T.",
                "orcid": "0000-0002-8795-9833",
                "clpid": "Aagaard-B-T"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "We investigate whether a shallow-dipping thrust fault is prone to wave-slip interactions via surface-reflected waves affecting the dynamic slip. If so, can these interactions create faults that are opaque to radiated energy? Furthermore, in this case of a shallow-dipping thrust fault, can incorrectly assuming a transparent fault while using dislocation theory lead to underestimates of seismic moment? \n\nSlip time histories are generated in three-dimensional dynamic rupture simulations while allowing for varying degrees of wave-slip interaction controlled by fault-friction models. Based on the slip time histories, P and SH seismograms are calculated for stations at teleseismic distances. The overburdening pressure caused by gravity eliminates mode I opening except at the tip of the fault near the surface; hence, mode I opening has no effect on the teleseismic signal. Normalizing by a Haskell-like traditional kinematic rupture, we find teleseismic peak-to-peak displacement amplitudes are approximately 1.0 for both P and SH waves, except for the unrealistic case of zero sliding friction. Zero sliding friction has peak-to-peak amplitudes of 1.6 for P and 2.0 for SH waves; the fault slip oscillates about its equilibrium value, resulting in a large nonzero (0.08 Hz) spectral peak not seen in other ruptures. These results indicate wave-slip interactions associated with surface-reflected phases in real earthquakes should have little to no effect on teleseismic motions. Thus, Haskell-like kinematic dislocation theory (transparent fault conditions) can be safely used to simulate teleseismic waveforms in the Earth.",
        "doi": "10.1785/0120030171",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2005-06",
        "series_number": "3",
        "volume": "95",
        "issue": "3",
        "pages": "800-817"
    },
    {
        "id": "authors:m0qdq-yp073",
        "collection": "authors",
        "collection_id": "m0qdq-yp073",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121120-093501207",
        "type": "article",
        "title": "Near-Source Ground Motions from Simulations of Sustained Intersonic and Supersonic Fault Ruptures",
        "author": [
            {
                "family_name": "Aagaard",
                "given_name": "Brad T.",
                "orcid": "0000-0002-8795-9833",
                "clpid": "Aagaard-B-T"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "We examine the long-period near-source ground motions from simulations of M 7.4 events on a strike-slip fault using kinematic ruptures with rupture speeds that range from subshear speeds through intersonic speeds to supersonic speeds. The strong along-strike shear-wave directivity present in scenarios with subshear rupture speeds disappears in the scenarios with ruptures propagating faster than the shear-wave speed. Furthermore, the maximum horizontal displacements and velocities rotate from generally fault-perpendicular orientations at subshear rupture speeds to generally fault-parallel orientations at supersonic rupture speeds. For rupture speeds just above the shear-wave speed, the orientations are spatially heterogeneous as a result of the random nature of our assumed slip model. At locations within a few kilometers of the rupture, the time histories of the polarization of the horizontal motion provide a better diagnostic with which to gauge the rupture speed than the orientation of the peak motion. Subshear ruptures are associated with significant fault-perpendicular motion before fault-parallel motion close to the fault; supershear ruptures are associated with fault-perpendicular motion after significant fault-parallel motion. Consistent with previous studies, we do not find evidence for prolonged supershear rupture in the long-period (&gt;2 sec) ground motions from the 1979 Imperial Valley earthquake. However, we are unable to resolve the issue of whether a limited portion of the rupture (approximately 10 km in length) propagated faster than the shear-wave speed. Additionally, a recording from the 2002 Denali fault earthquake does appear to be qualitatively consistent with locally supershear rupture. Stronger evidence for supershear rupture in earthquakes may require very dense station coverage in order to capture these potentially distinguishing traits.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2004-12",
        "series_number": "6",
        "volume": "94",
        "issue": "6",
        "pages": "2064-2078"
    },
    {
        "id": "authors:1z5zy-jam38",
        "collection": "authors",
        "collection_id": "1z5zy-jam38",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121212-153925352",
        "type": "article",
        "title": "Effects of Fault Dip and Slip Rake Angles on Near-Source Ground Motions: Why Rupture Directivity Was Minimal in the 1999 Chi-Chi, Taiwan, Earthquake",
        "author": [
            {
                "family_name": "Aagaard",
                "given_name": "Brad T.",
                "orcid": "0000-0002-8795-9833",
                "clpid": "Aagaard-B-T"
            },
            {
                "family_name": "Hall",
                "given_name": "John F.",
                "orcid": "0000-0002-7863-5060",
                "clpid": "Hall-J-F"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "We study how the fault dip and slip rake angles affect near-source ground velocities and displacements as faulting transitions from strike-slip motion on a vertical fault to thrust motion on a shallow-dipping fault. Ground motions are computed for five fault geometries with different combinations of fault dip and rake angles and common values for the fault area and the average slip. The nature of the shear-wave directivity is the key factor in determining the size and distribution of the peak velocities and displacements. Strong shear-wave directivity requires that (1) the observer is located in the direction of rupture propagation and (2) the rupture propagates parallel to the direction of the fault slip vector. We show that predominantly along-strike rupture of a thrust fault (geometry similar in the Chi-Chi earthquake) minimizes the area subjected to large-amplitude velocity pulses associated with rupture directivity, because the rupture propagates perpendicular to the slip vector; that is, the rupture propagates in the direction of a node in the shear-wave radiation pattern. In our simulations with a shallow hypocenter, the maximum peak-to-peak horizontal velocities exceed 1.5 m/sec over an area of only 200 km^2 for the 30\u00b0-dipping fault (geometry similar to the Chi-Chi earthquake), whereas for the 60\u00b0- and 75\u00b0-dipping faults this velocity is exceeded over an area of 2700 km^2. These simulations indicate that the area subjected to large-amplitude long-period ground motions would be larger for events of the same size as Chi-Chi that have different styles of faulting or a deeper hypocenter.",
        "doi": "10.1785/0120030053",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2004-02",
        "series_number": "1",
        "volume": "94",
        "issue": "1",
        "pages": "155-170"
    },
    {
        "id": "authors:4840a-twk29",
        "collection": "authors",
        "collection_id": "4840a-twk29",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121120-100548958",
        "type": "article",
        "title": "Potential Advantages of a Strong-motion Velocity Meter over a Strong-motion Accelerometer",
        "author": [
            {
                "family_name": "Clinton",
                "given_name": "John F.",
                "orcid": "0000-0001-8626-2703",
                "clpid": "Clinton-J-F"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "This study examines whether it would be better to deploy a velocity-recording strong-motion instrument in place of existing force-balance accelerometers. The proposed instrument would be comparable to a low-gain version of existing broadband seismometers. Using a large suite of Earth signals, we compare such a hypothetical long-period low-gain velocity seismometer (with a clipping level set to \u00b15 m/s) with the existing \u00b12 g clipping Kinemetrics FBA-23 accelerometer. \n\nWe show that there are significant advantages in the deployment of the proposed instrument over an accelerometer.",
        "doi": "10.1785/gssrl.73.3.332",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "2002-05",
        "series_number": "3",
        "volume": "73",
        "issue": "3",
        "pages": "332-342"
    },
    {
        "id": "authors:d3amz-qvs61",
        "collection": "authors",
        "collection_id": "d3amz-qvs61",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121120-094358596",
        "type": "article",
        "title": "Dynamic Earthquake Ruptures in the Presence of Lithostatic Normal Stresses: Implications for Friction Models and Heat Production",
        "author": [
            {
                "family_name": "Aagaard",
                "given_name": "Brad T.",
                "orcid": "0000-0002-8795-9833",
                "clpid": "Aagaard-B-T"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hall",
                "given_name": "John F.",
                "orcid": "0000-0002-7863-5060",
                "clpid": "Hall-J-F"
            }
        ],
        "abstract": "We simulate dynamic ruptures on a strike-slip fault in homogeneous and layered half-spaces and on a thrust fault in a layered half-space. With traditional friction models, sliding friction exceeds 50% of the fault normal compressive stress, and unless the pore pressures approach the lithostatic stress, the rupture characteristics depend strongly on the depth, and sliding generates large amounts of heat. Under application of reasonable stress distributions with depth, variation of the effective coefficient of friction with the square root of the shear modulus and the inverse of the depth creates distributions of stress drop and fracture energy that produce realistic rupture behavior. This ad hoc friction model results in (1) low-sliding friction at all depths and (2) fracture energy that is relatively independent of depth. Additionally, friction models with rate-weakening behavior (which form pulselike ruptures) appear to generate heterogeneity in the distributions of final slip and shear stress more effectively than those without such behavior (which form cracklike ruptures). For surface rupture on a thrust fault, the simple slip-weakening friction model, which lacks rate-weakening behavior, accentuates the dynamic interactions between the seismic waves and the rupture and leads to excessively large ground motions on the hanging wall. Waveforms below the center of the fault (which are associated with waves radiated to teleseismic distances) indicate that source inversions of thrust events may slightly underestimate the slip at shallow depths.",
        "doi": "10.1785/0120000257",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2001-12",
        "series_number": "6",
        "volume": "91",
        "issue": "6",
        "pages": "1765-1796"
    },
    {
        "id": "authors:r06zq-rvf32",
        "collection": "authors",
        "collection_id": "r06zq-rvf32",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121002-115245745",
        "type": "article",
        "title": "Southern California Seismic Network: Caltech/USGS Element of TriNet 1997-2001",
        "author": [
            {
                "family_name": "Hauksson",
                "given_name": "Egill",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Small",
                "given_name": "Patrick",
                "clpid": "Small-P"
            },
            {
                "family_name": "Hafner",
                "given_name": "Katrin",
                "clpid": "Hafner-K"
            },
            {
                "family_name": "Busby",
                "given_name": "Robert",
                "clpid": "Busby-R"
            },
            {
                "family_name": "Clayton",
                "given_name": "Robert",
                "orcid": "0000-0003-3323-3508",
                "clpid": "Clayton-R-W"
            },
            {
                "family_name": "Goltz",
                "given_name": "James",
                "clpid": "Goltz-J-D"
            },
            {
                "family_name": "Heaton",
                "given_name": "Tom",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hutton",
                "given_name": "Kate",
                "clpid": "Hutton-K"
            },
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Polet",
                "given_name": "Jascha",
                "clpid": "Polet-J"
            }
        ],
        "abstract": "The California Institute of Technology (Caltech), the United\nStates Geological Survey (USGS), and the California Department of Conservation, Division of Mines and Geology\n(CDMG) are completing the implementation of TriNet, a\nmodern seismic information system for southern California.\nTriNet consists of two elements, the Caltech-USGS element\nand the CDMG element (Mori et al., 1998). The Caltech-USGS\nelement (Caltech-USGS TriNet) concentrates on rapid notification and archiving of data for seismological\napplications, while the CDMG element is focused on the\nneeds of engineering users (Hauksson et al., 2002). All three. TriNet agencies are working toward facilitating emergency response and long-term mitigation of earthquake hazards in cooperation with other agencies. The technical development of Caltech-USGS TriNet is sufficiently different from the CDMG element of TriNet to warrant a separate description. This paper provides a technical overview of the design principles of Caltech-USGS TriNet. These principles were based on a document that stated the scientific requirements of TriNet (Jones et al., 1997). We also describe the implementation of these principles using modern technology. The implementation consisted of station deployments, establishing communications links, and developing and implementing new hardware and software for data processing and information distribution. Thus, the Caltech-USGS TriNet is an integrated project extending across many disciplines, using basic ground-motion data and seismological algorithms to generate in near real-time a sophisticated earthquake knowledge base following earthquakes in southern California. Caltech-USGS TriNet applies advanced technology to record both small and large earthquakes on scale. The latest generation of broadband and strong-motion sensors with 24-bit digitizers is used to acquire high-fidelity ground-motion data. Real-time communication is a requirement to facilitate rapid processing and notification about seismicity for emergency\nmanagement. The data acquisition systems are designed to ensure redundancy and automated processing of data. To accomplish automation, high-speed computers and advanced software form the inner workings of the Caltech-USGS TriNet system. Adopting the commercial database Oracle is an important foundation of our data management system. The automated flow of data into an accessible data\ncenter and the automatic population of the database is part of our new seismic network design and is an essential feature of Caltech-USGS TriNet. The TriNet real-time systems and database have been operating online for more than two years, processing real-time data currently from more than 375 stations, or more than 1,200 high sample-rate data channels. Many of these capabilities were tested in the 1999 M_w 7.1 Hector Mine earthquake. New postprocessing and catalog-generation approaches have also been implemented in 2001. Caltech-USGS TriNet is one of the first U.S. regional seismic networks that uses digital technology on a scale of 200 or more stations, with both broadband and strongmotion sensors. In comparison, the IRIS Global Seismic Network consists of 108 stations, with plans for a total of 150 stations (Hutt and Bolton, 1999). Previous digital networks, such as TERRAscope (Kanamori et al., 1997) and the Berkeley Digital Seismic Network (BDSN) (Gee et aL, 1996), have been smaller than TriNet, with about 20 stations each. TriNet also benefits from the experience of other seismic networks around the world. The K-Net in Japan is another example of large-scale deployment of a digital network, although it is focused on strong motions (Kinoshita, 1998). Extensive developments of strong-motion networks in Taiwan and associated near-real-time processing of data employ somewhat different technology but have similar goals for information products following large earthquakes (Teng et al., 1997).",
        "doi": "10.1785/gssrl.72.6.690",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "2001-11",
        "series_number": "6",
        "volume": "72",
        "issue": "6",
        "pages": "690-704"
    },
    {
        "id": "authors:x0ms8-hwx90",
        "collection": "authors",
        "collection_id": "x0ms8-hwx90",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:AAGes01",
        "type": "article",
        "title": "Characterization of near-source ground motions with earthquake simulations",
        "author": [
            {
                "family_name": "Aagaard",
                "given_name": "Brad T.",
                "orcid": "0000-0002-8795-9833",
                "clpid": "Aagaard-B-T"
            },
            {
                "family_name": "Hall",
                "given_name": "John F.",
                "orcid": "0000-0002-7863-5060",
                "clpid": "Hall-J-F"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "We examine the characteristics of long-period near-source ground motions by conducting a sensitivity study with variations in six earthquake source parameters for both a strike-slip fault (M 7.0-7.1) and a thrust fault (M 6.6-7.0). The directivity of the ruptures creates large displacement and velocity pulses in the forward direction. The dynamic displacements close to the fault are comparable to the average slip. The ground motions exhibit the greatest sensitivity to the fault depth with moderate sensitivity to the rupture speed, peak slip rate, and average slip. For strike-slip faults and thrust faults with surface rupture, the maximum ground displacements and velocities occur in the region where the near-source factor from the 1997 Uniform Building Code is the largest. However, for a buried thrust fault the peak ground motions can occur up-dip from this region.",
        "doi": "10.1193/1.1586171",
        "issn": "8755-2930",
        "publisher": "Earthquake Engineering Research Institute",
        "publication": "Earthquake Spectra",
        "publication_date": "2001-05",
        "series_number": "2",
        "volume": "17",
        "issue": "2",
        "pages": "177-207"
    },
    {
        "id": "authors:k0gdx-hkz04",
        "collection": "authors",
        "collection_id": "k0gdx-hkz04",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121204-143300103",
        "type": "article",
        "title": "Reply to Comment by J. Zhang and N. Makris on \"Estimates of the Ground Accelerations at Point Reyes Station during the 1906 San Francisco Earthquake\" by A. Anooshehpoor, T. H. Heaton, B. Shi, and J. N. Brune",
        "author": [
            {
                "family_name": "Anooshehpoor",
                "given_name": "A.",
                "clpid": "Anooshehpoor-A"
            },
            {
                "family_name": "Heaton",
                "given_name": "T. H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Shi",
                "given_name": "B.",
                "clpid": "Shi-Baoping"
            },
            {
                "family_name": "Brune",
                "given_name": "J. N.",
                "clpid": "Brune-J-N"
            }
        ],
        "abstract": "Contrary to the comments by Zhang and Makris (hereafter, ZM), our equations of motion governing the rocking response of a rectangular block subjected to a full-sine acceleration pulse are correct. Therefore, the first part of ZM's discussion, which is based primarily upon the assumption that the equations of motion in our article were incorrect, is inappropriate. In the second part of the discussion, ZM present new results for mode 2, toppling without impact. We did not consider this mode because it was not relevant to the Point Reyes train, which by eyewitness accounts, had overturned after experiencing one impact. However, as explained in this reply, toppling with no impact is never the minimum condition for overturning, and would in general involve very large horizontal accelerations, especially at frequencies where mode 2 is the only overturning mode.",
        "doi": "10.1785/0119990157",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "2000-10",
        "series_number": "5",
        "volume": "90",
        "issue": "5",
        "pages": "1349-1351"
    },
    {
        "id": "authors:zcpmq-zc011",
        "collection": "authors",
        "collection_id": "zcpmq-zc011",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20131120-102150806",
        "type": "article",
        "title": "Preliminary Report on the 16 October 1999 M 7.1 Hector Mine, California, Earthquake",
        "author": [
            {
                "family_name": "Behr",
                "given_name": "Jeff",
                "clpid": "Behr-J"
            },
            {
                "family_name": "Bryant",
                "given_name": "Bill",
                "clpid": "Bryant-B"
            },
            {
                "family_name": "Given",
                "given_name": "Doug",
                "clpid": "Given-D"
            },
            {
                "family_name": "Gross",
                "given_name": "Karl",
                "clpid": "Gross-K"
            },
            {
                "family_name": "Hafner",
                "given_name": "Katrin",
                "clpid": "Hafner-K"
            },
            {
                "family_name": "Hardebeck",
                "given_name": "Jeanne",
                "clpid": "Hardebeck-J-L"
            },
            {
                "family_name": "Hauksson",
                "given_name": "Egill",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Heaton",
                "given_name": "Tom",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hough",
                "given_name": "Susan",
                "orcid": "0000-0002-5980-2986",
                "clpid": "Hough-S-E"
            },
            {
                "family_name": "Hudnut",
                "given_name": "Ken",
                "orcid": "0000-0002-3168-4797",
                "clpid": "Hudnut-K-W"
            },
            {
                "family_name": "Hutton",
                "given_name": "Kate",
                "clpid": "Hutton-K"
            },
            {
                "family_name": "Jones",
                "given_name": "Lucy",
                "orcid": "0000-0002-2690-3051",
                "clpid": "Jones-L-M"
            },
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Kendrick",
                "given_name": "Katherine",
                "clpid": "Kendrick-K"
            },
            {
                "family_name": "King",
                "given_name": "Nancy",
                "clpid": "King-N"
            },
            {
                "family_name": "Maechling",
                "given_name": "Phil",
                "clpid": "Maechling-P"
            },
            {
                "family_name": "Meltzner",
                "given_name": "Aron",
                "orcid": "0000-0002-2955-0896",
                "clpid": "Meltzner-A-J"
            },
            {
                "family_name": "Ponti",
                "given_name": "Dan",
                "orcid": "0000-0002-2437-5144",
                "clpid": "Ponti-D"
            },
            {
                "family_name": "Rockwell",
                "given_name": "Tom",
                "clpid": "Rockwell-T"
            },
            {
                "family_name": "Shakal",
                "given_name": "Anthony",
                "clpid": "Shakal-A-K"
            },
            {
                "family_name": "Simons",
                "given_name": "Mark",
                "orcid": "0000-0003-1412-6395",
                "clpid": "Simons-M"
            },
            {
                "family_name": "Stark",
                "given_name": "K.",
                "clpid": "Stark-K"
            },
            {
                "family_name": "Wald",
                "given_name": "David",
                "clpid": "Wald-D-J"
            },
            {
                "family_name": "Wald",
                "given_name": "Lisa",
                "clpid": "Wald-L-A"
            },
            {
                "family_name": "Zhu",
                "given_name": "Lupei",
                "clpid": "Zhu-Lupei"
            }
        ],
        "abstract": "The M_w 7.1 Hector Mine, California, earthquake occurred\nat 9:46 GMT on 16 October 1999. The event caused minimal\ndamage because it was located in a remote, sparsely populated part of the Mojave Desert, approximately 47 miles\neast-southeast of Barstow, with epicentral coordinates\n34.59\u00b0N 116.27\u00b0W and a hypocentral depth of 5 \u00b1 3 km.\nTwelve foreshocks, M 1.9-3.8, preceded the mainshock during\nthe previous twelve hours. All of these events were\nlocated close to the hypocenter of the mainshock.",
        "doi": "10.1785/gssrl.71.1.11",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "2000-01",
        "series_number": "1",
        "volume": "71",
        "issue": "1",
        "pages": "11-23"
    },
    {
        "id": "authors:ansev-w4m60",
        "collection": "authors",
        "collection_id": "ansev-w4m60",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121121-134211441",
        "type": "article",
        "title": "Estimates of the ground accelerations at Point Reyes Station during the 1906 San Francisco earthquake",
        "author": [
            {
                "family_name": "Anooshehpoor",
                "given_name": "Abdolrasool",
                "clpid": "Anooshehpoor-A"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Shi",
                "given_name": "Baoping",
                "clpid": "Shi-Baoping"
            },
            {
                "family_name": "Brune",
                "given_name": "James N.",
                "clpid": "Brune-J-N"
            }
        ],
        "abstract": "We have developed an analytical solution for the rocking and overturning response of a two-dimensional, symmetric rigid block subject to a full sine wave of horizontal ground acceleration. We use this solution to provide lower-bound estimates of the peak ground acceleration at Point Reyes Station, California, during the 1906 San Francisco earthquake that toppled the San Francisco-bound train. Our results, for a 3% damping ratio, indicate that for a single cycle of a sine wave the minimum toppling accelerations at 1, 1.5, and 2 Hz are 0.35g, 0.5g, and 1.05g, respectively. For more realistic accelerograms the toppling accelerations are about 1.1g (complex synthetic) and 0.76g (Lucerne record of the 1992 Landers earthquake).",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1999-08",
        "series_number": "4",
        "volume": "89",
        "issue": "4",
        "pages": "845-853"
    },
    {
        "id": "authors:4c47c-s2r27",
        "collection": "authors",
        "collection_id": "4c47c-s2r27",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20111220-112252129",
        "type": "article",
        "title": "TriNet \"ShakeMaps\": Rapid Generation of Peak Ground Motion and Intensity Maps for Earthquakes in Southern California",
        "author": [
            {
                "family_name": "Wald",
                "given_name": "David J.",
                "clpid": "Wald-D-J"
            },
            {
                "family_name": "Quitoriano",
                "given_name": "Vincent",
                "clpid": "Quitoriano-V"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Scrivner",
                "given_name": "Craig W.",
                "clpid": "Scrivner-C-W"
            },
            {
                "family_name": "Worden",
                "given_name": "C. Bruce",
                "clpid": "Worden-C-B"
            }
        ],
        "abstract": "Rapid (3-5 minutes) generation of maps of ground motion shaking and intensity is accomplished with advances in real-time seismographic data acquisition combined with newly-developed relationships between recorded ground motion parameters and expected shaking intensity values. Estimation of shaking over the entire regional extent of southern California is accomplished by spatial interpolation of the measured ground motions with geologically-based, frequency and amplitude-dependent site corrections. Production of the maps is automatic, triggered by any significant earthquake in southern California. Maps are now made available within several minutes of the earthquake for public and scientific consumption via the World-Wide-Web; they will be made available with dedicated communications for emergency response agencies and critical users.",
        "doi": "10.1193/1.1586057",
        "issn": "8755-2930",
        "publisher": "Earthquake Engineering Research Institute",
        "publication": "Earthquake Spectra",
        "publication_date": "1999-08",
        "series_number": "3",
        "volume": "15",
        "issue": "3",
        "pages": "537-555"
    },
    {
        "id": "authors:dnvrj-6r821",
        "collection": "authors",
        "collection_id": "dnvrj-6r821",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20120111-121312741",
        "type": "article",
        "title": "Relationships between Peak Ground Acceleration, Peak Ground Velocity, and Modified Mercalli Intensity in California",
        "author": [
            {
                "family_name": "Wald",
                "given_name": "David J.",
                "clpid": "Wald-D-J"
            },
            {
                "family_name": "Quitoriano",
                "given_name": "Vincent",
                "clpid": "Quitoriano-V"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            }
        ],
        "abstract": "We have developed regression relationships between Modified Mercalli Intensity (I_mm) and peak ground acceleration (PGA) and velocity (PGV) by comparing horizontal peak ground motions to observed intensities for eight significant California earthquakes. For the limited range of Modified Mercalli intensities (I_mm), we find that for peak acceleration with V \u2264 I_mm \u2264 VIII, I_mm = 3.66 log(PGA) \u2212 1.66, and for peak velocity with V \u2264 I_mm \u2264 IX, I_mm = 3.47 log(PGV) + 2.35. From comparison with observed intensity maps, we find that a combined regression based on peak velocity for intensity &gt; VII and on peak acceleration for intensity &lt; VII is most suitable for reproducing observed I_mm patterns, consistent with high intensities being related to damage (proportional to ground velocity) and with lower intensities determined by felt accounts (most sensitive to higher\u2010frequency ground acceleration). These new I_mm relationships are significantly different from the Trifunac and Brady (1975) correlations, which have been used extensively in loss estimation.",
        "doi": "10.1193/1.1586058",
        "issn": "8755-2930",
        "publisher": "Earthquake Engineering Research Institute",
        "publication": "Earthquake Spectra",
        "publication_date": "1999-08",
        "series_number": "3",
        "volume": "15",
        "issue": "3",
        "pages": "557-564"
    },
    {
        "id": "authors:xg6tf-55r39",
        "collection": "authors",
        "collection_id": "xg6tf-55r39",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121126-090915822",
        "type": "article",
        "title": "Interview with SCEC Scientist",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "publisher": "University of Southern California",
        "publication": "Southern California Earthquake Center Quarterly Newsletter",
        "publication_date": "1999",
        "series_number": "4",
        "volume": "4",
        "issue": "4",
        "pages": "4-10"
    },
    {
        "id": "authors:dxwsq-6zr28",
        "collection": "authors",
        "collection_id": "dxwsq-6zr28",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20141028-090237921",
        "type": "article",
        "title": "Major improvements in progress for Southern California Earthquake Monitoring",
        "author": [
            {
                "family_name": "Mori",
                "given_name": "Jim",
                "clpid": "Mori-Jim"
            },
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Davis",
                "given_name": "James",
                "clpid": "Davis-J-L"
            },
            {
                "family_name": "Hauksson",
                "given_name": "Egill",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Clayton",
                "given_name": "Robert",
                "orcid": "0000-0003-3323-3508",
                "clpid": "Clayton-R-W"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Jones",
                "given_name": "Lucile",
                "orcid": "0000-0002-2690-3051",
                "clpid": "Jones-L-M"
            },
            {
                "family_name": "Shakal",
                "given_name": "Anthony",
                "clpid": "Shakal-A-K"
            },
            {
                "family_name": "Porcella",
                "given_name": "Ron",
                "clpid": "Porcella-R-L"
            }
        ],
        "abstract": "Major improvements in seismic and strong-motion monitoring networks are being implemented in southern California to better meet the needs of emergency response personnel, structural engineers, and the research community in promoting earthquake hazard reduction. Known as the TriNet project, the improvements are being coordinated by the California Institute of Technology (Caltech), the U.S. Geological Survey (USGS), and the California Division of Mines and Geology (CDMG) of the state's Department of Conservation. Already the ambitious instrument and system development project has started to record and disseminate ground motions from a spatially dense and robust network of high quality seismographs.",
        "doi": "10.1029/98EO00157",
        "issn": "0096-3941",
        "publisher": "American Geophysical Union",
        "publication": "Eos",
        "publication_date": "1998-05-05",
        "series_number": "18",
        "volume": "79",
        "issue": "18",
        "pages": "217-221"
    },
    {
        "id": "authors:axqfw-v2b61",
        "collection": "authors",
        "collection_id": "axqfw-v2b61",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121016-104001957",
        "type": "article",
        "title": "Frictional Melting During the Rupture of the 1994 Bolivian Earthquake",
        "author": [
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Anderson",
                "given_name": "Don L.",
                "clpid": "Anderson-D-L"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "The source parameters of the 1994 Bolivian earthquake (magnitude M_w = 8.3) suggest that the maximum seismic efficiency \u03b7 was 0.036 and the minimum frictional stress was 550 bars. Thus, the source process was dissipative, which is consistent with the observed slow rupture speed, only 20% of the localS-wave velocity. The amount of nonradiated energy produced during the Bolivian rupture was comparable to, or larger than, the thermal energy of the 1980 Mount St. Helens eruption and was sufficient to have melted a layer as thick as 31 centimeters. Once rupture was initiated, melting could occur, which reduces friction and promotes fault slip.",
        "doi": "10.1126/science.279.5352.839",
        "issn": "0036-8075",
        "publisher": "American Association for the Advancement of Science",
        "publication": "Science",
        "publication_date": "1998-02-06",
        "series_number": "5352",
        "volume": "279",
        "issue": "5352",
        "pages": "839-842"
    },
    {
        "id": "authors:zdczd-85z24",
        "collection": "authors",
        "collection_id": "zdczd-85z24",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130215-103514725",
        "type": "article",
        "title": "Real-time seismology and earthquake hazard mitigation",
        "author": [
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Hauksson",
                "given_name": "Egill",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Recent advances in seismic sensor technology, data acquisition systems, digital communications, and computer\nhardware and software make it possible to build reliable real-time earthquake information systems. Such systems\nprovide a means for modern urban regions to cope effectively with the aftermath of major earthquakes and, in some\ncases, they may even provide warning, seconds before the arrival of seismic waves. In the long term these systems\nalso provide basic data for mitigation strategies such as improved building codes.",
        "doi": "10.1038/37280",
        "issn": "0028-0836",
        "publisher": "Nature Publishing Group",
        "publication": "Nature",
        "publication_date": "1997-12-04",
        "series_number": "6659",
        "volume": "390",
        "issue": "6659",
        "pages": "461-464"
    },
    {
        "id": "authors:my7qz-2xz60",
        "collection": "authors",
        "collection_id": "my7qz-2xz60",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:EGUes97",
        "type": "article",
        "title": "Real-Time Loss Estimation as an Emergency Response Decision Support System: The Early Post-Earthquake Damage Assessment Tool (EPEDAT)",
        "author": [
            {
                "family_name": "Eguchi",
                "given_name": "Ronald T.",
                "clpid": "Eguchi-R-T"
            },
            {
                "family_name": "Goltz",
                "given_name": "James D.",
                "clpid": "Goltz-J-D"
            },
            {
                "family_name": "Seligson",
                "given_name": "Hope A.",
                "clpid": "Seligson-H-A"
            },
            {
                "family_name": "Flores",
                "given_name": "Paul J.",
                "clpid": "Flores-P-J"
            },
            {
                "family_name": "Blais",
                "given_name": "Neil C.",
                "clpid": "Blais-N-C"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Bortugno",
                "given_name": "Edward",
                "clpid": "Bortugno-E"
            }
        ],
        "abstract": "At the time of the Northridge earthquake, a number of new technologies, including real-time availability of earthquake source data, improved loss estimation techniques, Geographic Information Systems and various satellite-based monitoring systems, were either available or under consideration as emergency management resources. The potential benefits from these technologies for earthquake hazard mitigation, response and recovery, however, were largely conceptual. One of the major lessons learned from the January 17, 1994 earthquake was that these technologies could confer significant advantages in understanding and managing a major disaster, and that their integration would contribute a significant additional increment of utility. In the two and half years since the Northridge earthquake, important strides have been taken toward the integration of relatively discrete technologies in a system which provides real-time estimates of regional damage, losses and population impacts. This paper will describe the development, operation and application of the first real-time loss estimation system to be utilized by an emergency services organization.",
        "doi": "10.1193/1.1585982",
        "issn": "8755-2930",
        "publisher": "Earthquake Engineering Research Institute",
        "publication": "Earthquake Spectra",
        "publication_date": "1997-11",
        "series_number": "4",
        "volume": "13",
        "issue": "4",
        "pages": "815-833"
    },
    {
        "id": "authors:hxpag-mb516",
        "collection": "authors",
        "collection_id": "hxpag-mb516",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130305-093406967",
        "type": "article",
        "title": "The slip history of the 1994 Northridge, California, earthquake determined from strong-motion, teleseismic, GPS, and leveling data",
        "author": [
            {
                "family_name": "Wald",
                "given_name": "David J.",
                "clpid": "Wald-D-J"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hudnut",
                "given_name": "K. W.",
                "orcid": "0000-0002-3168-4797",
                "clpid": "Hudnut-K-W"
            }
        ],
        "abstract": "We present a rupture model of the Northridge earthquake, determined from the joint inversion of near-source strong ground motion recordings, P and SH teleseismic body waves, Global Positioning System (GPS) displacement vectors, and permanent uplift measured along leveling lines. The fault is defined to strike 122\u00b0 and dip 40\u00b0 to the south-southwest. The average rake vector is determined to be 101\u00b0, and average slip is 1.3 m; the peak slip reaches about 3 m. Our estimate of the seismic moment is 1.3 \u00b1 0.2 \u00d7 10^(26) dyne-cm (potency of 0.4 km3). The rupture area is small relative to the overall aftershock dimensions and is approximately 15 km along strike, nearly 20 km in the dip direction, and there is no indication of slip shallower than about 5 to 6 km. The up-dip, strong-motion velocity waveforms are dominated by large S-wave pulses attributed to source directivity and are comprised of at least 2 to 3 distinct arrivals (a few seconds apart). Stations at southern azimuths indicate two main S-wave arrivals separated longer in time (about 4 to 5 sec). These observations are best modeled with a complex distribution of subevents: The initial S-wave arrival comes from an asperity that begins at the hypocenter and extends up-dip and to the north where a second, larger subevent is centered (about 12 km away). The secondary S arrivals at southern azimuths are best fit with additional energy radiation from another high slip region at a depth of 19 km, 8 km west of the hypocenter. The resolving power of the individual data sets is examined by predicting the geodetic (GPS and leveling) displacements with the dislocation model determined from the waveform data, and vice versa, and also by analyzing how well the teleseismic solution predicts the recorded strong motions. The general features of the geodetic displacements are not well predicted from the model determined independently from the strong-motion data; likewise, the slip model determined from geodetic data does not adequately reproduce the strong-motion characteristics. Whereas a particularly smooth slip pattern is sufficient to satisfy the geodetic data, the strong-motion and teleseismic data require a more heterogeneous slip distribution in order to reproduce the velocity amplitudes and frequency content. Although the teleseismic model can adequately reproduce the overall amplitude and frequency content of the strong-motion velocity recordings, it does a poor job of predicting the geodetic data. Consequently, a robust representation of the slip history and heterogeneity requires a combined analysis of these data sets.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1996-02",
        "series_number": "1B",
        "volume": "86",
        "issue": "1B",
        "pages": "S49-S70"
    },
    {
        "id": "authors:cvzfk-vrb06",
        "collection": "authors",
        "collection_id": "cvzfk-vrb06",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130415-113612886",
        "type": "article",
        "title": "The wake of a legendary earthquake",
        "author": [
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Although quiet this century, the Cascadia subduction zone has produced big earthquakes in the past. But how\nbig? An ingenious study involving documents written 300 years ago suggests that they can be giants.",
        "doi": "10.1038/379203a0",
        "issn": "0028-0836",
        "publisher": "Nature Publishing Group",
        "publication": "Nature",
        "publication_date": "1996-01-18",
        "series_number": "6562",
        "volume": "379",
        "issue": "6562",
        "pages": "203-204"
    },
    {
        "id": "authors:4bbmv-31014",
        "collection": "authors",
        "collection_id": "4bbmv-31014",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:HALes95",
        "type": "article",
        "title": "Near-Source Ground Motion and its Effects on Flexible Buildings",
        "author": [
            {
                "family_name": "Hall",
                "given_name": "John F.",
                "orcid": "0000-0002-7863-5060",
                "clpid": "Hall-J-F"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Halling",
                "given_name": "Marvin W.",
                "clpid": "Halling-M-W"
            },
            {
                "family_name": "Wald",
                "given_name": "David J.",
                "clpid": "Wald-D-J"
            }
        ],
        "abstract": "Occurrence of large earthquakes close to cities in California is inevitable. The resulting ground shaking will subject buildings in the near-source region to large, rapid displacement pulses which are not represented in design codes. The simulated Mw7.0 earthquake on a blind-thrust fault used in this study produces peak ground displacement and velocity of 200 cm and 180 cm/sec, respectively. Over an area of several hundred square kilometers in the near-source region, flexible frame and base-isolated buildings would experience severe nonlinear behavior including the possibility of collapse at some locations. The susceptibility of welded connections to fracture significantly increases the collapse potential of steel-frame buildings under strong ground motions of the type resulting from the Mw7.0 simulation. Because collapse of a building depends on many factors which are poorly understood, the results presented here regarding collapse should be interpreted carefully.",
        "doi": "10.1193/1.1585828",
        "issn": "8755-2930",
        "publisher": "Earthquake Engineering Research Institute",
        "publication": "Earthquake Spectra",
        "publication_date": "1995-11",
        "series_number": "4",
        "volume": "11",
        "issue": "4",
        "pages": "569-605"
    },
    {
        "id": "authors:zz53k-3zr79",
        "collection": "authors",
        "collection_id": "zz53k-3zr79",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121120-111853506",
        "type": "article",
        "title": "1995 Presidential Address",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Although I have met many Californians who are terrified of earthquakes, there have actually been relatively few fatalities in the past 75 years. We have relatively strict building codes in the United States and this has undoubtedly saved numerous lives. However, what is the vision for our future? Will we have manageable earthquakes or will we have some true catastrophes? \n\nOne extremely optimistic view is from a book by Robert Hill entitled \"Southern California Geology and Los Angeles Earthquakes\" published by the Southern California Academy of Sciences in 1928. The following quote is from the book cover. \"This book completely refutes the prediction of Professor Bailey Willis that Los Angeles is about to be destroyed by earthquakes. It proves that this area is not only free from the probability of severe seismic disturbances, but has the least to fear from Acts of God of any city under the American flag.\"",
        "doi": "10.1785/gssrl.66.5.37",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "1995-09",
        "series_number": "5",
        "volume": "66",
        "issue": "5",
        "pages": "37-40"
    },
    {
        "id": "authors:ax7ge-mjr11",
        "collection": "authors",
        "collection_id": "ax7ge-mjr11",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121120-091306197",
        "type": "article",
        "title": "Looking Back From the Year 3,000",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Many people have asked me how I can justify living with the earthquake threat in the Los Angeles area. My answer is usually that we have some reasonably strict building codes and that the threat of earthquakes to life safety is minimized if our buildings survive our coming quakes. The current building code calls for buildings to sustain at most repairable damage from the strongest shaking that is anticipated with a 10% probability in 50 years. If the building is a critical structure, such as a hospital, then the requirement is increased to 10% in 100 years. Furthermore, buildings of both classes should not collapse for the strongest ground shaking that can be anticipated at the location of the building. If the building code works as it's supposed to, then we endure far greater risks from other factors than from earthquakes.",
        "doi": "10.1785/gssrl.66.2.3",
        "issn": "0895-0695",
        "publisher": "Seismological Society of America",
        "publication": "Seismological Research Letters",
        "publication_date": "1995-03",
        "series_number": "2",
        "volume": "66",
        "issue": "2",
        "pages": "3-4"
    },
    {
        "id": "authors:w5d1k-1ke70",
        "collection": "authors",
        "collection_id": "w5d1k-1ke70",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130220-113228201",
        "type": "article",
        "title": "Response of High-Rise and Base-isolated Buildings to a Hypothetical M_w 7.0 Blind Thrust Earthquake",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hall",
                "given_name": "John F.",
                "orcid": "0000-0002-7863-5060",
                "clpid": "Hall-J-F"
            },
            {
                "family_name": "Wald",
                "given_name": "David J.",
                "clpid": "Wald-D-J"
            },
            {
                "family_name": "Halling",
                "given_name": "Marvin W.",
                "clpid": "Halling-M-W"
            }
        ],
        "abstract": "High-rise flexible-frame buildings are commonly considered to be resistant to shaking from the largest earthquakes. In addition, base isolation has become increasingly popular\nfor critical buildings that should still function after an earthquake. How will these two types of buildings perform if a large earthquake occurs beneath a metropolitan area? To answer this question, we simulated the near-source ground motions of a M_w 7.0 thrust earthquake and then mathematically modeled the response of a 20-story steel-frame building and a 3-story base-isolated building. The synthesized ground motions were characterized by\nlarge displacement pulses (up to 2 meters) and large ground velocities. These ground motions caused large deformation and possible collapse of the frame building, and they\nrequired exceptional measures in the design of the base-isolated building if it was to remain functional.",
        "doi": "10.1126/science.267.5195.206",
        "issn": "0036-8075",
        "publisher": "American Association for the Advancement of Science",
        "publication": "Science",
        "publication_date": "1995-01-13",
        "series_number": "5195",
        "volume": "267",
        "issue": "5195",
        "pages": "206-211"
    },
    {
        "id": "authors:579x8-mcc53",
        "collection": "authors",
        "collection_id": "579x8-mcc53",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121120-075947813",
        "type": "article",
        "title": "The Magnitude 6.7 Northridge, California, Earthquake of 17 January 1994",
        "author": [
            {
                "family_name": "Jones",
                "given_name": "L.",
                "orcid": "0000-0002-2690-3051",
                "clpid": "Jones-L-M"
            },
            {
                "family_name": "Aki",
                "given_name": "K.",
                "clpid": "Aki-Keiiti"
            },
            {
                "family_name": "Boore",
                "given_name": "D.",
                "clpid": "Boore-D"
            },
            {
                "family_name": "Celebi",
                "given_name": "M.",
                "clpid": "Celebi-M"
            },
            {
                "family_name": "Donnellan",
                "given_name": "A.",
                "clpid": "Donnellan-A"
            },
            {
                "family_name": "Hall",
                "given_name": "J.",
                "orcid": "0000-0002-7863-5060",
                "clpid": "Hall-J-F"
            },
            {
                "family_name": "Harris",
                "given_name": "R.",
                "clpid": "Harris-R"
            },
            {
                "family_name": "Hauksson",
                "given_name": "E.",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Heaton",
                "given_name": "T.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hough",
                "given_name": "S.",
                "orcid": "0000-0002-5980-2986",
                "clpid": "Hough-S-E"
            },
            {
                "family_name": "Hudnut",
                "given_name": "K.",
                "orcid": "0000-0002-3168-4797",
                "clpid": "Hudnut-K-W"
            },
            {
                "family_name": "Hutton",
                "given_name": "K.",
                "clpid": "Hutton-K"
            },
            {
                "family_name": "Johnston",
                "given_name": "M.",
                "clpid": "Johnston-M-L"
            },
            {
                "family_name": "Joyner",
                "given_name": "W.",
                "clpid": "Joyner-W"
            },
            {
                "family_name": "Kanamori",
                "given_name": "H.",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Marshall",
                "given_name": "G.",
                "clpid": "Marshall-G"
            },
            {
                "family_name": "Michael",
                "given_name": "A.",
                "clpid": "Michael-A"
            },
            {
                "family_name": "Mori",
                "given_name": "J.",
                "clpid": "Mori-Jim"
            },
            {
                "family_name": "Murray",
                "given_name": "M.",
                "clpid": "Murray-M"
            },
            {
                "family_name": "Ponti",
                "given_name": "D.",
                "orcid": "0000-0002-2437-5144",
                "clpid": "Ponti-D"
            },
            {
                "family_name": "Reasenberg",
                "given_name": "P.",
                "clpid": "Reasenberg-P"
            },
            {
                "family_name": "Schwartz",
                "given_name": "D.",
                "clpid": "Schwartz-D"
            },
            {
                "family_name": "Seeber",
                "given_name": "L.",
                "clpid": "Seeber-L"
            },
            {
                "family_name": "Shakal",
                "given_name": "A.",
                "clpid": "Shakal-A-K"
            },
            {
                "family_name": "Simpson",
                "given_name": "R.",
                "clpid": "Simpson-R"
            },
            {
                "family_name": "Thio",
                "given_name": "H.",
                "clpid": "Thio-H"
            },
            {
                "family_name": "Tinsley",
                "given_name": "J.",
                "clpid": "Tinsley-J"
            },
            {
                "family_name": "Todorovska",
                "given_name": "M.",
                "clpid": "Todorovska-M"
            },
            {
                "family_name": "Trifunac",
                "given_name": "M.",
                "clpid": "Trifunac-M-D"
            },
            {
                "family_name": "Wald",
                "given_name": "D.",
                "clpid": "Wald-D"
            },
            {
                "family_name": "Zoback",
                "given_name": "M. L.",
                "clpid": "Zoback-M-L"
            }
        ],
        "abstract": "The most costly American earthquake since 1906 struck Los Angeles on 17 January 1994. The magnitude 6.7 Northridge earthquake\nresulted from more than 3 meters of reverse slip on a 1 5-kilometer-long south-dipping thrust fault that raised the Santa Susana mountains\nby as much as 70 centimeters. The fault appears to be truncated by the fault that broke in the 1971 San Fernando earthquake at a depth\nof 8 kilometers. Of these two events, the Northridge earthquake caused many times more damage, primarily because its causative fault\nis directly under the city. Many types of structures were damaged, but the fracture of welds in steel-frame buildings was the greatest\nsurprise. The Northridge earthquake emphasizes the hazard posed to Los Angeles by concealed thrust faults and the potential for strong\nground shaking in moderate earthquakes.",
        "doi": "10.1126/science.266.5184.389",
        "issn": "0036-8075",
        "publisher": "American Association for the Advancement of Science",
        "publication": "Science",
        "publication_date": "1994-10-21",
        "series_number": "5184",
        "volume": "266",
        "issue": "5184",
        "pages": "389-397"
    },
    {
        "id": "authors:ssjtb-ee987",
        "collection": "authors",
        "collection_id": "ssjtb-ee987",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121121-125514643",
        "type": "article",
        "title": "Spatial and temporal distribution of slip for the 1992 Landers, California, earthquake",
        "author": [
            {
                "family_name": "Wald",
                "given_name": "David J.",
                "clpid": "Wald-D-J"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "We have determined a source rupture model for the 1992 Landers earthquake (M_W 7.2) compatible with multiple data sets, spanning a frequency range from zero to 0.5 Hz. Geodetic survey displacements, near-field and regional strong motions, broadband teleseismic waveforms, and surface offset measurements have been used explicitly to constrain both the spatial and temporal slip variations along the model fault surface. Our fault parameterization involves a variable-slip, multiple-segment, finite-fault model which treats the diverse data sets in a self-consistent manner, allowing them to be inverted both independently and in unison. The high-quality data available for the Landers earthquake provide an unprecedented opportunity for direct comparison of rupture models determined from independent data sets that sample both a wide frequency range and a diverse spatial station orientation with respect to the earthquake slip and radiation pattern. In all models, consistent features include the following: (1) similar overall dislocation patterns and amplitudes with seismic moments of 7 to 8 \u00d7 10^(26) dyne-cm (seismic potency of 2.3 to 2.7 km^3); (2) very heterogeneous, unilateral strike slip distributed over a fault length of 65 km and over a width of at least 15 km, though slip is limited to shallower regions in some areas; (3) a total rupture duration of 24 sec and an average rupture velocity of 2.7 km/sec; and (4) substantial variations of slip with depth relative to measured surface offsets. The extended rupture length and duration of the Landers earthquake also allowed imaging of the propagating rupture front with better resolution than for those of prior shorter-duration, strike-slip events. Our imaging allows visualization of the rupture evolution, including local differences in slip durations and variations in rupture velocity. Rupture velocity decreases markedly at shallow depths, as well as near regions of slip transfer from one fault segment to the next, as rupture propagates northwestward along the multiply segmented fault length. The rupture front slows as it reaches the northern limit of the Johnson Valley/Landers faults where slip is transferred to the southern Homestead Valley fault; an abrupt acceleration is apparent following the transfer. This process is repeated, and is more pronounced, as slip is again passed from the northern Homestead Valley fault to the Emerson fault. Although the largest surface offsets were observed at the northern end of the rupture, our modeling indicates that substantial rupture was also relatively shallow (less than 10 km) in this region.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1994-06",
        "series_number": "3",
        "volume": "84",
        "issue": "3",
        "pages": "668-691"
    },
    {
        "id": "authors:5avh1-7rk53",
        "collection": "authors",
        "collection_id": "5avh1-7rk53",
        "cite_using_url": "https://authors.library.caltech.edu/records/5avh1-7rk53",
        "type": "article",
        "title": "Rupture Analysis of the Northridge Earthquake from Modeling Strong Motion Recordings",
        "author": [
            {
                "family_name": "Wald",
                "given_name": "David",
                "clpid": "Wald-David-J"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Wald",
                "given_name": "Lisa",
                "clpid": "Wald-Lisa"
            }
        ],
        "abstract": "<p class=\"MsoNormal\">One of the exciting things we can do in modern seismology is to model the details of the slip on the causative fault during an earthquake. An earthquake is a rupture process that expands from an initial rupture at some point on the fault plane. The rupture does not occur instantaneously nor does it proceed uniformly along the fault plane. This article describes a method used to uncover&nbsp;the spatial and temporal details of the rupture process--the determination of the slip model.</p>",
        "doi": "10.7907/5avh1-7rk53",
        "issn": "0894-7163",
        "publisher": "U. S. Geological Survey",
        "publication": "Earthquakes and Volcanoes",
        "publication_date": "1994-01-01",
        "series_number": "1",
        "volume": "25",
        "issue": "1",
        "pages": "42-47"
    },
    {
        "id": "authors:tmnhr-7ha12",
        "collection": "authors",
        "collection_id": "tmnhr-7ha12",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130204-090427264",
        "type": "article",
        "title": "Source study of the 1906 San Francisco earthquake",
        "author": [
            {
                "family_name": "Wald",
                "given_name": "David J.",
                "clpid": "Wald-D-J"
            },
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Helmberger",
                "given_name": "Donald V.",
                "clpid": "Helmberger-D-V"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "All quality teleseismic recordings of the great 1906 San Francisco earthquake archived in the 1908 Carnegie Report by the State Earthquake Investigation Commission were scanned and digitized. First order results were obtained by comparing complexity and amplitudes of teleseismic waveforms from the 1906 earthquake with well calibrated, similarly located, more recent earthquakes (1979 Coyote Lake, 1984 Morgan Hill, and 1989 Loma Prieta earthquakes) at nearly co-located modern stations. Peak amplitude ratios for calibration events indicated that a localized moment release of about 1 to 1.5 \u00d7 10^(27) dyne-cm was responsible for producing the peak the teleseismic body wave arrivals. At longer periods (50 to 80 sec), we found spectral amplitude ratios of the surface waves require a total moment release between 4 and 6 \u00d7 10^(27) dyne-cm for the 1906 earthquake, comparable to previous geodetic and surface wave estimates (Thatcher, 1975). We then made a more detailed source analysis using Morgan Hill S body waves as empirical Green's Functions in a finite fault subevent summation. The Morgan Hill earthquake was deemed most appropriate for this purpose as its mechanism is that of the 1906 earthquake in the central portion of the rupture. From forward and inverse empirical summations of Morgan Hill Green's functions, we obtained a good fit to the best quality teleseismic waveforms with a relatively simple source model having two regions of localized strong radiation separated spatially by about 110 km. Assuming the 1906 epicenter determined by Bolt (1968), this corresponds with a large asperity (on the order of the Loma Prieta earthquake) in the Golden Gate/San Francisco region and one about three times larger located northwest along strike between Point Reyes and Fort Ross. This model implies that much of the 1906 rupture zone may have occurred with relatively little 10 to 20 sec radiation. Consideration of the amplitude and frequency content of the 1906 teleseismic data allowed us to estimate the scale length of the largest asperity to be less than about 40 km. With rough constraints on the largest asperity (size and magnitude) we produced a suite of estimated synthetic ground velocities assuming a slip distribution similar to that of the Loma Prieta earthquake but with three times as much slip. For purposes of comparison with the recent, abundant Loma Prieta strong motion data set, we \"moved\" the largest 1906 asperity into Loma Prieta region. Peak ground velocity amplitudes are substantially greater than those recorded during the Loma Prieta earthquake, and are comparable to those predicted by the attenuation relationship of Joyner and Boore (1988) for a magnitude M_W = 7.7 earthquake.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1993-08",
        "series_number": "4",
        "volume": "83",
        "issue": "4",
        "pages": "981-1019"
    },
    {
        "id": "authors:v23rd-n3c69",
        "collection": "authors",
        "collection_id": "v23rd-n3c69",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130311-145649896",
        "type": "article",
        "title": "Near-Field Investigations of the Landers Earthquake Sequence, April to July 1992",
        "author": [
            {
                "family_name": "Sieh",
                "given_name": "Kerry",
                "orcid": "0000-0002-7311-2447",
                "clpid": "Sieh-K-E"
            },
            {
                "family_name": "Jones",
                "given_name": "Lucile",
                "orcid": "0000-0002-2690-3051",
                "clpid": "Jones-L-M"
            },
            {
                "family_name": "Hauksson",
                "given_name": "Egill",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Hudnut",
                "given_name": "Kenneth",
                "orcid": "0000-0002-3168-4797",
                "clpid": "Hudnut-K-W"
            },
            {
                "family_name": "Eberhard-Phillips",
                "given_name": "Donna",
                "clpid": "Eberhard-Phillips-D"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hough",
                "given_name": "Susan",
                "orcid": "0000-0002-5980-2986",
                "clpid": "Hough-S-E"
            },
            {
                "family_name": "Hutton",
                "given_name": "Kate",
                "clpid": "Hutton-K"
            },
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Lilje",
                "given_name": "Anne",
                "clpid": "Lilje-A"
            },
            {
                "family_name": "Lindvall",
                "given_name": "Scott",
                "clpid": "Lindvall-S-C"
            },
            {
                "family_name": "McGill",
                "given_name": "Sally F.",
                "clpid": "McGill-S-F"
            },
            {
                "family_name": "Mori",
                "given_name": "James",
                "clpid": "Mori-Jim"
            },
            {
                "family_name": "Rubin",
                "given_name": "Charles",
                "clpid": "Rubin-C-M"
            },
            {
                "family_name": "Spotila",
                "given_name": "James A.",
                "clpid": "Spotila-J-A"
            },
            {
                "family_name": "Stock",
                "given_name": "Joann",
                "orcid": "0000-0003-4816-7865",
                "clpid": "Stock-J-M"
            },
            {
                "family_name": "Thio",
                "given_name": "Hong Kie",
                "clpid": "Thio-Hong-Kie"
            },
            {
                "family_name": "Treiman",
                "given_name": "Jerome",
                "clpid": "Treiman-J"
            },
            {
                "family_name": "Wernicke",
                "given_name": "Brian",
                "orcid": "0000-0002-7659-8358",
                "clpid": "Wernicke-B-P"
            },
            {
                "family_name": "Zachariasen",
                "given_name": "Judith",
                "clpid": "Zachariasen-J"
            }
        ],
        "abstract": "The Landers earthquake, which had a moment magnitude (M_w) of 7.3, was the largest earthquake to strike the contiguous United States in 40 years. This earthquake resulted from the rupture of five major and many minor right-lateral faults near the southern end of the eastern California shear zone, just north of the San Andreas fault. Its M_w 6.1 preshock and M_w 6.2 aftershock had their own aftershocks and foreshocks. Surficial geological observations are consistent with local and far-field seismologic observations of the earthquake. Large surficial offsets (as great as 6 meters) and a relatively short rupture length (85 kilometers) are consistent with seismological calculations of a high stress drop (200 bars), which is in turn consistent with an apparently long recurrence interval for these faults.",
        "doi": "10.1126/science.260.5105.171",
        "issn": "0036-8075",
        "publisher": "American Association for the Advancement of Science",
        "publication": "Science",
        "publication_date": "1993-04-09",
        "series_number": "5105",
        "volume": "260",
        "issue": "5105",
        "pages": "171-176"
    },
    {
        "id": "authors:ctp96-14x06",
        "collection": "authors",
        "collection_id": "ctp96-14x06",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121121-113646769",
        "type": "article",
        "title": "Determination of earthquake energy release and M_L using TERRAscope",
        "author": [
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Mori",
                "given_name": "Jim",
                "clpid": "Mori-Jim"
            },
            {
                "family_name": "Hauksson",
                "given_name": "Egill",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hutton",
                "given_name": "L. Katherine",
                "clpid": "Hutton-K"
            },
            {
                "family_name": "Jones",
                "given_name": "Lucile M.",
                "orcid": "0000-0002-2690-3051",
                "clpid": "Jones-L-M"
            }
        ],
        "abstract": "We estimated the energy radiated by earthquakes in southern California using on-scale very broadband recordings from TERRAscope. The method we used involves time integration of the squared ground-motion velocity and empirical determination of the distance attenuation function and the station corrections. The time integral is typically taken over a duration of 2 min after the P-wave arrival. The attenuation curve for the energy integral we obtained is given by q(r) = cr^(\u2212n)exp(\u2212kr)(r^2 = \u0394^2 + h_(ref)^2) with c = 0.49710, n = 1.0322, k = 0.0035 km^(\u22121), and h_(ref) = 8 km, where \u0394 is the epicentral distance. A similar method was used to determine M_L using TERRAscope data. The station corrections for M_L are determined such that the M_L values determined from TERRAscope agree with those from the traditional optical Wood-Anderson seismographs. For 1.5 &lt; M_L &lt; 6.0, a linear relationship log E_S = 1.96 M_L + 9.05 (E_S in ergs) was obtained. However, for events with M_L &gt; 6.5, M_L saturates. The ratio E_S/M_0 (M_0: seismic moment), a measure of the average stress drop, for six earthquakes, the 1989 Montebello earthquake (M_L = 4.6), the 1989 Pasadena earthquake (M_L = 4.9), the 1990 Upland earthquake (M_L = 5.2), the 1991 Sierra Madre earthquake (M_L = 5.8), the 1992 Joshua Tree earthquake (M_L = 6.1), and the 1992 Landers earthquake (M_w = 7.3), are about 10 times larger than those of the others that include the aftershocks of the 1987 Whittier Narrows earthquake, the Sierra Madre earthquake, the Joshua Tree earthquake, and the two earthquakes on the San Jacinto fault. The difference in the stress drop between the mainshock and their large aftershocks may be similar to that between earthquakes on a fault with long and short repeat times. The aftershocks, which occurred on the fault plane where the mainshock slippage occurred, had a very short time to heal, hence a low stress drop. The repeat time of the major earthquakes on the frontal fault systems in the Transverse Ranges in southern California is believed to be very long, a few thousand years. Hence, the events in the Transverse Ranges may have higher stress drops than those of the events occurring on faults with shorter repeat times, such as the San Andreas fault and the San Jacinto fault. The observation that very high stress-drop events occur in the Transverse Ranges and the Los Angeles Basin has important implications for the regional seismic potential. The occurrence of these high stress-drop events near the bottom of the seismogenic zone strongly suggests that these fault systems are capable of supporting high stress that will eventually be released in major seismic events. Characterization of earthquakes in terms of the E_S/M_0 ratio using broadband data will help delineate the spatial distribution of seismogenic stresses in the Los Angeles basin and the Transverse Ranges.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1993-04",
        "series_number": "2",
        "volume": "83",
        "issue": "2",
        "pages": "330-346"
    },
    {
        "id": "authors:v6ma7-y6k70",
        "collection": "authors",
        "collection_id": "v6ma7-y6k70",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121121-105330733",
        "type": "article",
        "title": "Initial investigation of the Landers, California, Earthquake of 28 June 1992 using TERRAscope",
        "author": [
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Thio",
                "given_name": "Hong-Kie",
                "clpid": "Thio-Hong-Kie"
            },
            {
                "family_name": "Dreger",
                "given_name": "Doug",
                "clpid": "Dreger-D-S"
            },
            {
                "family_name": "Hauksson",
                "given_name": "Egill",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Heaton",
                "given_name": "Tom",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "The 1992 Landers earthquake (M_s =7.5, M_w =7.3) was recorded at six TERRAscope stations in southern California. Peak accelerations ranged from 0.16 g at SVD (\u0394=63 km) to 0.0092 g at ISA (\u0394=245 km), decreasing with distance away from the fault zone. The peak velocity showed a different pattern reflecting the rupture directivity from south to north. The largest peak velocity, 19 cm/sec, was observed at GSC (\u0394=125 km). Moment tensor inversion of long\u2010period surface waves yielded a mechanism with M_0=1.1\u00d710^(27) dyne\u2010cm (M_w =7.3), dip=74\u00b0, rake=\u2212176\u00b0, and strike=340\u00b0. Inversion of teleseismic P and S waves revealed two distinct sub\u2010events of 6 and 8 sec duration and about 10 sec apart. The source parameters for the first and second events are: M_0=1.9\u00d710^(26) dyne\u2010cm, dip=83\u00b0, rake=179\u00b0, strike=359\u00b0; and M_0=6.1\u00d710^(26) dyne\u2010cm, dip=87\u00b0, rake=178\u00b0, strike=333\u00b0, respectively. The radiated wave energy, E_S, was estimated as 4.3\u00d710^(23) ergs. The ratio E_s/M_0=3.9\u00d710^(\u22124) corresponds to a stress drop of 280 bars, and suggests that the Landers earthquake belongs to the group of high stress drop earthquakes, and occurred on a fault with a long recurrence time. The rupture directivity can be seen clearly in the records from PFO (\u0394=68 km) located to the south and GSC located to the north of the epicenter. The maximum displacement at PFO is only 13% of that at GSC despite the shorter epicentral distance to PFO than to GSC. The slip distribution determined with the empirical Green's function method indicates that the Landers earthquake consists of two distinct sub\u2010events about 30 km apart, with the second sub\u2010event to the north being about twice as large as the first one. This slip distribution is consistent with the teleseismic data and the surface offsets mapped in the field.",
        "doi": "10.1029/92GL02320",
        "issn": "0094-8276",
        "publisher": "American Geophysical Union",
        "publication": "Geophysical Research Letters",
        "publication_date": "1992-11-20",
        "series_number": "22",
        "volume": "19",
        "issue": "22",
        "pages": "2267-2270"
    },
    {
        "id": "authors:b4m5b-f8n47",
        "collection": "authors",
        "collection_id": "b4m5b-f8n47",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121214-101544449",
        "type": "article",
        "title": "Seismic threat to the Pacific Northwest",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Which region of the contiguous United States has the potential for the largest earthquake?  Surprisingly, the answer may not be California.  With the possible exception of the Alaska subduction zone, the Cascadia subduction zone, extending 1,200 kilometers from Northern California to Vancouver Island, is the largest tectonically active fault system in North America.\n\nThe Cascadia subduction zone is currently gaining credence as a potential, major threat to Eureka, Portland, Seattle, and Vancouver.  Because it is a relatively new focus of study, no existing building codes or regulations incorporate the force levels necessary to withstand a major event on the Cascadia zone.  Design standards must be reevaluated to reflect and mitigate the catastrophic damage that could occur in the zone.",
        "publisher": "EQE Engineering",
        "publication": "EQE Review",
        "publication_date": "1992-09",
        "volume": "1992",
        "pages": "13-18"
    },
    {
        "id": "authors:q3nrq-gpm30",
        "collection": "authors",
        "collection_id": "q3nrq-gpm30",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130507-093416832",
        "type": "article",
        "title": "Seismic excitation by space shuttles",
        "author": [
            {
                "family_name": "Kanamori",
                "given_name": "H.",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Mori",
                "given_name": "J.",
                "clpid": "Mori-Jim"
            },
            {
                "family_name": "Sturtevant",
                "given_name": "B.",
                "clpid": "Sturtevant-B"
            },
            {
                "family_name": "Anderson",
                "given_name": "D. L.",
                "clpid": "Anderson-D-L"
            },
            {
                "family_name": "Heaton",
                "given_name": "T.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Shock waves generated by the space shuttles\nColumbia (August 13, 1989), Atlantis (April 11, 1991) and\nDiscovery (September 18, 1991) on their return to Edwards\nAir Force Base, California, were recorded by TERRAscope\n(Caltech's broadband seismic network), the Caltech-U.S.G.S\nSouthern California Seismic Network (SCSN), and the University\nof Southern California (USC) Los Angeles Basin\nSeismic Network. The spatial pattern of the arrival limes\nexhibits hyperbolic shock fronts from which the path, velocity\nand altitude of the space shuttle could be determined.\nThe shock wave was acoustically coupled to the ground,\nconverted to a seismic wave, and recorded clearly at the\nbroadband TERRAscope stations. The acoustic coupling occurred\nvery differently depending on the conditions of the\nEarth's surface surrounding the station. For a seismic station\nlocated on hard bedrock, the shock wave (N wave)\nwas clearly recorded with little distortion. Aside from the N\nwave, very little acoustic coupling of the shock wave energy\nto the ground occurred at these sites. The observed N wave\nrecord was used to estimate the overpressure of the shock\nwave accurately; a pressure change of 0.5 to 2.2 mbars was\nobtained. For a seismic station located close to the ocean\nor soft sedimentary basins, a significant amount of shock\nwave energy was transferred to the ground through acoustic\ncoupling of the shock wave and the oceanic Rayleigh wave.\nA distinct topography such as a mountain range was found\neffective to couple the shock wave energy to the ground.\nShock wave energy was also coupled to the ground very\neffectively through large man  made structures such as high\nrise buildings and offshore oil drilling platforms. For the\nspace shuttle Columbia, in particular, a distinct pulse having\na period of about 2 to 3 seconds was observed, 12.5 s before\nthe shock wave, with a broadband seismograph in Pasadena.\nThis pulse was probably excited by the high rise buildings\nin downtown Los Angeles which were simultaneously hit by\nthe space shuttle shock waves. The proximity of the natural\nperiods of the high rise buildings and the modal periods of\nthe Los Angeles basin enabled efficient energy transfer from\nshock wave to seismic wave.",
        "doi": "10.1007/BF01415896",
        "issn": "0938-1287",
        "publisher": "Springer",
        "publication": "Shock Waves",
        "publication_date": "1992-06-01",
        "series_number": "2",
        "volume": "2",
        "issue": "2",
        "pages": "89-96"
    },
    {
        "id": "authors:ak4kh-bd094",
        "collection": "authors",
        "collection_id": "ak4kh-bd094",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121212-100004230",
        "type": "article",
        "title": "TERRAscope and CUBE Project at Caltech",
        "author": [
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Hauksson",
                "given_name": "Egill",
                "orcid": "0000-0002-6834-5051",
                "clpid": "Hauksson-E"
            },
            {
                "family_name": "Heaton",
                "given_name": "Tom",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "The TERRAscope project of the California Institute of Technology began in 1988 and now has six very broadband seismic stations (PAS, GSC, PFO, SBC, ISA, and SVD) in southern California (Figure 1). The goal of TERRAscope is to provide high-quality broadband data needed for significant advances in both regional and global seismology. TERRAscope will replace the old Caltech seismographic network in southern California, which dates back to the 1920s. In many cases, new stations are deployed in cooperation with local institutions. The goal is to encourage involvement of both students and researchers in the operation of the stations and analysis of new data. The station PAS is a joint project between Caltech, the University of Southern California, the U.S. Geological Survey (USGS), and the Incorporated Research Institutions for Seismology (IRIS). The station SBC was deployed in cooperation with the University of California at Santa Barbara. The station PFO is operated jointly with the University of California at San Diego, and the station SVD was installed and is operated by the USGS. Except for SVD, all of the stations are equipped with a broadband Streckeisen STS-1 seismometer and Quanterra data logger with a 24-bit digitizer and a Kinemetrics FBA-23 strong-motion sensor. The station SVD has a Streckeisen STS-2 seismometer and a Guralp CMG-5 accelerograph. The project is funded mainly by grants from the L. K. Whittier Foundation and the Arco Foundation. In addition to the automatic dial-up data retrieving system called Caltech Gopher (adapted from the IRIS Gopher system) has been implemented. The Caltech Gopher receives mail from NEIC for teleseisms and the SCSN with origin time, location, and magnitude for regional events. The Gopher retrieves data from all six TERRAscope stations for these events. The TERRAscope data reside in an FTP anonymous account (seismo.gps.caltech.edu; password: \"your e-mail address\") at the Caltech Seismological Laboratory, and are available to users through Internet. Usually the data are available within 30 minutes after a regional event and several hours after a teleseism. In the near future a new version of the Gopher software will be installed, which will also make some of the Gopher data available directly from the IRIS-DMC Gopher. When the Data Center of the Southern California Earthquake Center begins full operation in early 1992, it will take over the distribution of earthquake data from southern California, including both TERRAscope Gopher data and continuous data from the tape cartridges. The data will also be available from IRIS-DMC, and future improvements and changes in data access will be posted on the IRIS-DMC bulletin board.",
        "doi": "10.1029/90EO00395",
        "issn": "0096-3941",
        "publisher": "American Geophysical Union",
        "publication": "EOS Transactions",
        "publication_date": "1991-12-10",
        "series_number": "50",
        "volume": "72",
        "issue": "50",
        "pages": "564-566"
    },
    {
        "id": "authors:871pr-gyr75",
        "collection": "authors",
        "collection_id": "871pr-gyr75",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121213-141842168",
        "type": "article",
        "title": "Rupture model of the 1989 Loma Prieta earthquake from the inversion of strong-motion and broadband teleseismic data",
        "author": [
            {
                "family_name": "Wald",
                "given_name": "David J.",
                "clpid": "Wald-D-J"
            },
            {
                "family_name": "Helmberger",
                "given_name": "Donald V.",
                "clpid": "Helmberger-D-V"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "We have used 24 broadband teleseismic and 48 components of local strong motion velocity records of the 1989 Loma Prieta earthquake in a formal inversion to determine the temporal and spatial distribution of slip. Separate inversions of the teleseismic data (periods 3-30 sec) or strong motion data (periods 1-5 sec) result in similar models. The data require bilateral rupture with relatively little slip in the region directly updip from the hypocenter. Slip is concentrated in two patches; one centered 6 km northwest of the hypocenter at a depth of 12 km and with a maximum slip of 350 cm, and the other centered about 5 km southeast of the hypocenter at a depth of 16 km and with a maximum slip of 460 cm. The bilateral nature of the rupture results in large amplitude ground motions at sites located along the fault strike, both to the northwest and the southeast. However, the northwestern patch has a larger moment and overall stress drop and is, consequently, the source of the largest ground motion velocities, consistent with the observed recordings. This bilateral rupture also produces relatively modest ground motion amplitudes directly updip from the hypocenter, which is in agreement with the velocity ground motions observed at Corralitos. There is clear evidence of a foreshock (magnitude between 3.5 and 5.0) or a slow rupture nucleation about 2 seconds before the main part of the rupture; the origin time implied by strong motion trigger times is systematically 2 seconds later than the time predicted from the high-gain regional network data. The seismic moment obtained from either of the separate data sets or both sets combined is about 3.0 x 10^(26) dyne-cm and the potency is 0.95 km^3.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1991-10",
        "series_number": "5",
        "volume": "81",
        "issue": "5",
        "pages": "1540-1572"
    },
    {
        "id": "authors:1sp6e-bmc33",
        "collection": "authors",
        "collection_id": "1sp6e-bmc33",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121211-145014142",
        "type": "article",
        "title": "What Is the Southern California Earthquake Center?",
        "author": [
            {
                "family_name": "Aki",
                "given_name": "Keiiti",
                "clpid": "Aki-Keiiti"
            },
            {
                "family_name": "Henyey",
                "given_name": "Thomas",
                "clpid": "Henyey-T-L"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "On February 11, Congressman George E. Brown, Jr., Chairman of the House Committee on Science, Space and Technology, together with the National Science Foundation, the U.S. Geological Survey, and state and local officials, helped inaugurate the Southern California Earthquake Center (SCEC) on the campus of the University of Southern California. SCEC is one of 14 new NSF Science and Technology Centers and includes a substantial commitment from the USGS for FY91. The center is a consortium of seven core academic institutions-USC (coordinating institution), Caltech, Columbia University's Lamont-Doherty Geological Observatory, University of California at Los Angeles, University of California at Santa Barbara, University of California at Santa Cruz, and University of California at San Diego's Scripps Institution of Oceanography-in partnership with the USGS's Office of Earthquakes, Volcanoes, and Engineering (OEVE). The center grew out of an April 3-5, 1989, workshop at Lake Arrowhead, Calif., convened by the USGS to discuss the need for an expanded effort in earthquake research in southern California.",
        "doi": "10.1029/90EO00304",
        "issn": "0096-3941",
        "publisher": "American Geophysical Union",
        "publication": "EOS Transactions",
        "publication_date": "1991-09-24",
        "series_number": "39",
        "volume": "72",
        "issue": "39",
        "pages": "417-421"
    },
    {
        "id": "authors:tthsg-6r860",
        "collection": "authors",
        "collection_id": "tthsg-6r860",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121121-104344746",
        "type": "article",
        "title": "Lg and Rg Waves on the California Regional Networks From the December 23, 1985 Nahanni Earthquake",
        "author": [
            {
                "family_name": "Wald",
                "given_name": "Lisa A.",
                "clpid": "Wald-L-A"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "We investigate Lg and Rg propagation in California using the central and southern California regional networks. Approximately 550 stations constitute these two short-period networks providing a dense coverage of almost the entire state. The waveforms recorded from the December 23, 1985, Nahanni, Canada, earthquake are used to construct three profiles along the propagation path (almost N-S) and three perpendicular to the propagation path (almost E-W) to look at the nature of propagation of these two types of surface waves. Groups of records from stations in various geological and tectonic provinces in California are also examined in order to establish regional characteristics of the surface waves. We find that the propagation characteristics of Lg differ from those of Rg across California; Lg waves are apparently more sensitive to crustal heterogeneities. The most striking observations are the similarity of coda for both the Lg and the Rg waves within geologic provinces and the marked difference in coda between regions. These differences are seen in the amplitudes, coda duration, shape of the energy envelope, frequency content, and sharpness of the phase initiation. In general, a decrease in the Moho depth near the Pacific Coast is correlated with a decrease in the surface wave amplitude, especially at higher frequencies (0.15\u20130.2 Hz). Most interesting is the association of the San Andreas fault with abrupt changes in the wave train amplitudes. The surface waves are amplified in the vicinity of the fault zone and then decrease in amplitude after the zone is crossed. In the Coast Ranges, amplitudes are low and waveform coherence is poor. The Rg phase dominates the record in the Sierra Nevada, and both surface waves are amplified by the thick sedimentary sequence of the Great Valley.",
        "doi": "10.1029/91JB00920",
        "issn": "0148-0227",
        "publisher": "American Geophysical Union",
        "publication": "Journal of Geophysical Research B",
        "publication_date": "1991-07-10",
        "series_number": "B7",
        "volume": "96",
        "issue": "B7",
        "pages": "12099-12125"
    },
    {
        "id": "authors:j1vy2-15651",
        "collection": "authors",
        "collection_id": "j1vy2-15651",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130415-144341134",
        "type": "article",
        "title": "Seismology in the United States, 1986-1990",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "In this volume, seven highly respected seismologists\nattempt to summarize seismological research in the U.S. in\nthe past four years. This is indeed a daunting task; the\nmere compilation and classification of the overwhelming\nvolume of new seismological literature is difficult enough,\nbut to confidently provide an overview of our new\nknowledge and understanding is almost impossible.\nAlthough the study of vibrations in the Earth (that is,\nseismology) may at first seem to be a scientific field of\nlimited scope, it encompasses a vast range of observations\nand problems in mathematical physics. Seismologists\ncurrently study waves varying in frequencies from 10^2 Hz\nto 10^(-4) Hz (20 octaves) and in acceleration amplitudes from\n1 g to 10^(-12) g (240 dB). These waves are observed at a wide\nvariety of distances as they travel through a very complex\nmedium, the interior of the Earth. Furthermore the waves\nare excited by numerous and often complex mechanisms,\nincluding earthquakes, man-made explosions, landslides,\nvolcanoes, and atmospheric disturbances. Seismologists\nstudy waves from earthquakes that range in energy over 15\norders of magnitude. These waves are studied to reveal the\nphysical properties of the Earth, the kinematics and\ndynamics of Earth deformation, the characteristics of\ndestructive earthquakes and volcanoes, and the occurrence of\nman-made explosions. When viewed from this perspective,\nit is little wonder that any individual seismologist can feel\noverwhelmed by the sheer volume of seismological\nresearch in the past four years.\nSeveral thousand seismological papers were published in\nthe past four years; Langston (this issue) alone lists 800\npapers pertaining to wave propagation problems. I confess\nthat I have only read a small fraction of these, and even if I\nhad read them all, I would not attempt to choose those\nhaving the greatest significance. Instead, I can only\nsummarize current trends in seismological research.",
        "issn": "8755-1209",
        "publisher": "American Geophysical Union",
        "publication": "Reviews of Geophysics",
        "publication_date": "1991-04",
        "series_number": "S",
        "volume": "29",
        "issue": "S",
        "pages": "659-661"
    },
    {
        "id": "authors:76zxd-b8e31",
        "collection": "authors",
        "collection_id": "76zxd-b8e31",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130418-110317308",
        "type": "article",
        "title": "Seismic excitation by the space shuttle Columbia",
        "author": [
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Mori",
                "given_name": "Jim",
                "clpid": "Mori-Jim"
            },
            {
                "family_name": "Anderson",
                "given_name": "Don L.",
                "clpid": "Anderson-D-L"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Seismic stations in southern California recorded the atmospheric shock waves generated by the space shuttle Columbia on its return to the Edwards Air Force base on 13 August 1989 (Fig. 1). In addition to the shock wave, the broad-band IRIS\u2013TERRAscope station at Pasadena recorded a distinct pulse with a period of ~2\u20133 seconds, which arrived 12.5 seconds before the shock wave (Fig. 2). This pulse was also recorded at the University of Southern California, near downtown Los Angeles, where it arrived 3 seconds after the shock wave. The origin of this pulse could not be readily identified. We show here that it was a seismic P wave excited by the motion of high-rise buildings in downtown Los Angeles, which were hit by the shock wave. The proximity of the natural period of the high-rise buildings to that of the Los Angeles basin enabled efficient energy transfer from shock wave to seismic wave.",
        "doi": "10.1038/349781a0",
        "issn": "0028-0836",
        "publisher": "Nature Publishing Group",
        "publication": "Nature",
        "publication_date": "1991-02-28",
        "series_number": "6312",
        "volume": "349",
        "issue": "6312",
        "pages": "781-782"
    },
    {
        "id": "authors:zycqh-fr298",
        "collection": "authors",
        "collection_id": "zycqh-fr298",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121120-105420644",
        "type": "article",
        "title": "Evidence for and implications of self-healing pulses of slip in earthquake rupture",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Dislocation time histories of models derived from waveforms of seven earthquakes are discussed. In each model, dislocation rise times (the duration of slip for a given point on the fault) are found to be short compared to the overall duration of the earthquake (\u223c 10%). However, in many crack-like numerical models of dynamic rupture, the slip duration at a given point is comparable to the overall duration of the rupture; i.e. slip at a given point continues until information is received that the rupture has stopped propagating. Alternative explanations for the discrepancy between the short slip durations used to model waveforms and the long slip durations inferred from dynamic crack models are: (1) the dislocation models are unable to resolve the relatively slow parts of earthquake slip and have seriously underestimated the dislocations for these earthquakes; (2) earthquakes are composed of a sequence of small-dimension (short duration) events that are separated by locked regions (barriers); (3) rupture occurs in a narrow self-healing pulse of slip that travels along the fault surface. Evidence is discussed that suggests that slip durations are indeed short and that the self-healing slip-pulse model is the most appropriate explanation.\nA qualitative model is presented that produces self-healing slip pulses. The key feature of the model is the assumption that friction on the fault surface is inversely related to the local slip velocity. The model has the following features: high static strength of materials (kilobar range), low static stress drops (in the range of tens of bars), and relatively low frictional stress during slip (less than several hundreds of bars). It is suggested that the reason that the average dislocation scales with fault length is because large-amplitude slip pulses are difficult to stop and hence tend to propagate large distances. This model may explain why seismicity and ambient stress are low along fault segments that have experienced large earthquakes. It also qualitatively explains why the recurrence time for large earthquakes may be irregular.",
        "doi": "10.1016/0031-9201(90)90002-F",
        "issn": "0031-9201",
        "publisher": "Elsevier",
        "publication": "Physics of the Earth and Planetary Interiors",
        "publication_date": "1990-11",
        "series_number": "1",
        "volume": "64",
        "issue": "1",
        "pages": "1-20"
    },
    {
        "id": "authors:63wca-p9428",
        "collection": "authors",
        "collection_id": "63wca-p9428",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121121-130617628",
        "type": "article",
        "title": "The 3 December 1988, Pasadena earthquake (M_L = 4.9) recorded with the very broadband system in Pasadena",
        "author": [
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Mori",
                "given_name": "Jim",
                "clpid": "Mori-Jim"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Since 1 December 1987, a very broadband seismographic system has been in operation at the Kresge Laboratory of the California Institute of Technology. This system consists of the Streckeisen-1 very broadband sensor (Wielandt and Streckeisen, 1982), the Kinemetrics FBA-23 triaxial force balance accelerometer and a Quanterra data-logger with a 24-bit (for Streckeisen-1) and a 16-bit (for FBA-23) digitizer. The details of the data logger are described in Steim (1986). The overall dynamic range of this system is about 200 db. This system was constructed as a joint project between the California Institute of Technology, the U.S. Geological Survey, the University of Southern California and the International Research\nInstitution for Seismology (IRIS), and is an element of the IRIS global network as well as the TERRAscope network of California Institute of Technology. A brief description of the system is given by Given et al. (1989).",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1990-04",
        "series_number": "2",
        "volume": "80",
        "issue": "2",
        "pages": "483-487"
    },
    {
        "id": "authors:rje8q-7a815",
        "collection": "authors",
        "collection_id": "rje8q-7a815",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130418-104533548",
        "type": "article",
        "title": "The calm before the quake?",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "With the exception of Alaska, the Cascadia subduction zone, extending 1,200 Km from northern California to Vancouver Island, is the largest tectonically active fault system in North America. Although is widely accepted that the North American continental plate is converging at a rate of 2.5-4.5cm yr^(-1), modern seismic activity has been minimal along the Cascadia Subduction zone. Are the Pacific oceanic plates sliding effortlessly below the continental margin? Or are the plates welded together, gradually accumulating elastic strain, to be released in another cataclysmic earthquake sometime in the coming centuries? There is geological evidence, much debated at a recent meeting, that there have been six massive earthquakes (energy magnitude M_w = 8.5-9.5: see box overleaf) in this region in the past 3,600 years, most recently sometime in 1680-90.",
        "doi": "10.1038/343511a0",
        "issn": "0028-0836",
        "publisher": "Nature Publishing Group",
        "publication": "Nature",
        "publication_date": "1990-02-08",
        "series_number": "6258",
        "volume": "343",
        "issue": "6258",
        "pages": "511-512"
    },
    {
        "id": "authors:39ffh-nrm98",
        "collection": "authors",
        "collection_id": "39ffh-nrm98",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121205-090612653",
        "type": "article",
        "title": "The fortnightly tide and the tidal triggering of earthquakes",
        "author": [
            {
                "family_name": "Hartzell",
                "given_name": "Stephen",
                "clpid": "Hartzell-S-H"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "In this paper we test the southern California network earthquake catalog and the\nworld-wide earthquake catalog for a fortnightly tidal periodicity and find none. In\nstudies that test the hypothesis of tidal triggering of earthquakes, it is usually\nnecessary to resolve the tidal shear stress onto the plane of the fault and in the\ndirection of the slip vector to determine if the stress is compatible with the fault\nmotion (Heaton, 1975, 1982). This analysis requires accurate focal mechanisms and\nknowledge of the focal plane on which slip occurred for as many earthquakes as\npossible to improve the statistical sampling of the data set. However, if we consider\nthe fortnightly tide, which is a simple amplitude modulation, focal mechanism\ninformation is not required. Our analysis assumes that we have a large data base of\nearthquakes with varying mechanisms. The alignment of the slip vector with the\ntidal shear stress will vary from earthquake to earthquake. However, if tidal\ntriggering of earthquakes does occur, more earthquakes should be triggered out of\nthe total population when the tidal stress is large than when it is small. If the\nlargest semi-diurnal tide is normalized to an amplitude of 1.0, the fortnightly tide\nwould have an amplitude of 0.17 on this scale and a period of about 2 weeks (Munk\nand MacDonald, 1960). Therefore, the effect on the occurrence of earthquakes by\nthe tidal shear stress will be modulated with a 2 week period. Considering the\nfortnightly tide allows us to utilize entire catalogs of data to test the tidal triggering\nhypothesis without knowledge of the focal mechanisms.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1989-08",
        "series_number": "4",
        "volume": "79",
        "issue": "4",
        "pages": "1282-1286"
    },
    {
        "id": "authors:9h02s-ekd66",
        "collection": "authors",
        "collection_id": "9h02s-ekd66",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121121-133559557",
        "type": "article",
        "title": "Static deformations from point forces and force couples located in welded elastic Poissonian half-spaces: Implications for seismic moment tensors",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Heaton",
                "given_name": "Robert E.",
                "clpid": "Heaton-R-E"
            }
        ],
        "abstract": "We present analytic expressions for the static deformations produced by point forces and point force couples embedded in two elastic Poissonian half-spaces that are welded on a horizontal interface. We show that the deformations from point forces and from vertically dipping strike-slip point double couples vary continuously (except at the strike-slip source) as the source is moved across the welded interface. We show that the pattern of deformations from vertically dipping (or horizontally dipping) dip-slip point double couples also vary continuously as the source is moved across the welded interface, but the amplitude of the deformations jumps by the ratio of the rigidities. Finally, we show that the pattern of deformation from a point explosion source or from a point double-couple source dipping at angles other than 0\u00b0 or 90\u00b0 jumps as the source is moved across the boundary. We demonstrate that integration of point double-couple sources on a plane of finite extent mimics the deformation of slip on a fault plane where the total moment of the double-couples is \u03bcAD. We also demonstrate that deformations from a distribution of double couples on a horizontally dipping finite plane just above the interface are indistinguishable from the deformations produced by a similar distribution of double couples located just below the interface but with a total moment that is different by the ratio of the rigidities. This demonstrates that the moment of a dislocation that occurs between two materials is ambiguously defined. We discuss reasons why seismic moment is not a very satisfying way to parameterize the size of an earthquake. We show that potency, defined to be the integral of the slip over the rupture surface, is a more natural size scaling parameter than seismic moment.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1989-06",
        "series_number": "3",
        "volume": "79",
        "issue": "3",
        "pages": "813-841"
    },
    {
        "id": "authors:ksemv-j7z19",
        "collection": "authors",
        "collection_id": "ksemv-j7z19",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130305-094649151",
        "type": "article",
        "title": "Estimation of strong ground motions from hypothetical earthquakes on the Cascadia subduction zone, Pacific Northwest",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hartzell",
                "given_name": "Stephen H.",
                "clpid": "Hartzell-S-H"
            }
        ],
        "abstract": "Strong ground motions are estimated for the Pacific Northwest assuming that large shallow earthquakes, similar to those experienced in southern Chile, southwestern Japan, and Colombia, may also occur on the Cascadia subduction zone. Fifty-six strong motion recordings for twenty-five subduction earthquakes of M_s \u2265 7.0 are used to estimate the response spectra that may result from earthquakes M_w &lt;8 1/4. Large variations in observed ground motion levels are noted for a given site distance and earthquake magnitude. When compared with motions that have been observed in the western United States, large subduction zone earthquakes produce relatively large ground motions at surprisingly large distances. An earthquake similar to the 22 May 1960 Chilean earthquake (M_w 9.5) is the largest event that is considered to be plausible for the Cascadia subduction zone. This event has a moment which is two orders of magnitude larger than the largest earthquake for which we have strong motion records. The empirical Green's function technique is used to synthesize strong ground motions for such giant earthquakes. Observed teleseismic P-waveforms from giant earthquakes are also modeled using the empirical Green's function technique in order to constrain model parameters. The teleseismic modeling in the period range of 1.0 to 50 sec strongly suggests that fewer Green's functions should be randomly summed than is required to match the long-period moments of giant earthquakes. It appears that a large portion of the moment associated with giant earthquakes occurs at very long periods that are outside the frequency band of interest for strong ground motions. Nevertheless, the occurrence of a giant earthquake in the Pacific Northwest may produce quite strong shaking over a very large region.",
        "doi": "10.1007/BF00874626",
        "issn": "0033-4553",
        "publisher": "Springer",
        "publication": "Pure and Applied Geophysics",
        "publication_date": "1989",
        "series_number": "1-2",
        "volume": "129",
        "issue": "1-2",
        "pages": "131-201"
    },
    {
        "id": "authors:byvxn-xt189",
        "collection": "authors",
        "collection_id": "byvxn-xt189",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130207-113106326",
        "type": "article",
        "title": "Earthquake Ground Motions",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hartzell",
                "given_name": "Stephen H.",
                "clpid": "Hartzell-S-H"
            }
        ],
        "abstract": "In this review, we discuss some of the many phenomena that can determine the nature of strong ground motion. Some of these phenomena have been inferred from the study of existing ground-motion records, and others are inferred from theoretical models of earthquake sources and wave\npropagation.",
        "doi": "10.1146/annurev.ea.16.050188.001005",
        "issn": "0084-6597",
        "publisher": "Annual Reviews",
        "publication": "Annual Review of Earth and Planetary Sciences",
        "publication_date": "1988-05",
        "volume": "16",
        "pages": "121-145"
    },
    {
        "id": "authors:11xa4-q8z20",
        "collection": "authors",
        "collection_id": "11xa4-q8z20",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121121-115204715",
        "type": "article",
        "title": "Failure of self-similarity for large (M_w > 8 1/4) earthquakes",
        "author": [
            {
                "family_name": "Hartzell",
                "given_name": "Stephen H.",
                "clpid": "Hartzell-S-H"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "We compare teleseismic P-wave records for earthquakes in the magnitude range from 6.0 to 9.5 with synthetics for a self-similar, \u03c9^2 source model and conclude that the energy radiated by very large earthquakes (M_w &gt; 8 1/4) is not self-similar to that radiated from smaller earthquakes (M_w &lt; 8 1/4). Furthermore, in the period band from 2 sec to several tens of seconds, we conclude that large subduction earthquakes have an average spectral decay rate of \u03c9^(-1.5). This spectral decay rate is consistent with a previously noted tendency of the \u03c9^2 model to overestimate Ms for large earthquakes.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1988-04",
        "series_number": "2",
        "volume": "78",
        "issue": "2",
        "pages": "478-488"
    },
    {
        "id": "authors:728se-n2480",
        "collection": "authors",
        "collection_id": "728se-n2480",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121212-095209080",
        "type": "article",
        "title": "Earthquake Hazards on the Cascadia Subduction Zone",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hartzell",
                "given_name": "Stephen H.",
                "clpid": "Hartzell-S-H"
            }
        ],
        "abstract": "Large subduction earthquakes on the Cascadia subduction zone pose a potential seismic hazard. Very young oceanic lithosphere (10 million years old) is being subducted beneath North America at a rate of approximately 4 centimeters per year. The Cascadia subduction zone shares many characteristics with subduction zones in southern Chile, southwestern Japan, and Colombia, where comparably young oceanic lithosphere is also subducting. Very large subduction earthquakes, ranging in energy magnitude (M_w) between 8 and 9.5, have occurred along these other subduction zones. If the Cascadia subduction zone is also storing elastic energy, a sequence of several great earthquakes (M_w 8) or a giant earthquake (M_w 9) would be necessary to fill this 1200-kilometer gap. The nature of strong ground motions recorded during subduction earthquakes of Mw less than 8.2 is discussed. Strong ground motions from even larger earthquakes (M_w up to 9.5) are estimated by simple simulations. If large subduction earthquakes occur in the Pacific Northwest, relatively strong shaking can be expected over a large region. Such earthquakes may also be accompanied by large local tsunamis.",
        "doi": "10.1126/science.236.4798.162",
        "issn": "0036-8075",
        "publisher": "American Association for the Advancement of Science",
        "publication": "Science",
        "publication_date": "1987-04-10",
        "series_number": "4798",
        "volume": "236",
        "issue": "4798",
        "pages": "162-168"
    },
    {
        "id": "authors:ym5d2-ne474",
        "collection": "authors",
        "collection_id": "ym5d2-ne474",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121121-103555819",
        "type": "article",
        "title": "Rupture history of the 1984 Morgan Hill, California, earthquake from the inversion of strong motion records",
        "author": [
            {
                "family_name": "Hartzell",
                "given_name": "Stephen H.",
                "clpid": "Hartzell-S-H"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Near-source strong motion velocity records and teleseismic short-period P waveforms are modeled to obtain the spatial and temporal distribution of slip for the 1984 Morgan Hill earthquake. Both forward modeling and constrained, least-squares inversion techniques are used to interpret the strong motion velocity waveforms in the frequency range of approximately 0.2 to 2.0 Hz. These data support a nearly unilateral rupture to the southeast with a rupture propagation velocity of nine-tenths of the local S-wave velocity. The majority of the slip occurs over a fault length of 25 km and to a first approximation can be interpreted as two main source regions, each with an extent of about 5 km with their centers separated by about 12 km. However, each of the sources has detailed structure of its own, and a simple two-point-source model is not an accurate representation of the Morgan Hill earthquake. The second source occurs about 4.5 sec after the first and is approximately 3 times larger. The maximum dislocation on the fault plane is about 1 m. The total moment of the earthquake is estimated to be 2.1 \u00d7 10^(25) dyne-cm. The Morgan Hill earthquake offers convincing evidence for very inhomogeneous slip and stress distributions on shallow strike-slip faults.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1986-06",
        "series_number": "3",
        "volume": "76",
        "issue": "3",
        "pages": "649-674"
    },
    {
        "id": "authors:k2m99-pzt76",
        "collection": "authors",
        "collection_id": "k2m99-pzt76",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121121-132535295",
        "type": "article",
        "title": "Source characteristics of hypothetical subduction earthquakes in the northwestern United States",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hartzell",
                "given_name": "Stephen H.",
                "clpid": "Hartzell-S-H"
            }
        ],
        "abstract": "Historic earthquake sequences on subduction zones that are similar to the Cascadia subduction zone are used to hypothesize the nature of shallow subduction earthquakes that might occur in the northwestern United States. Based on systematic comparisons of several physical characteristics, including physiography and seismicity, subduction zones that are deemed most similar to the Cascadia subduction zone are those in southern Chile, southwestern Japan, and Colombia. These zones have all experienced very large earthquake sequences, and if the Cascadia subduction zone is also capable of storing elastic strain energy along its greater than 1000 km length, then earthquakes of very large size (M_w &gt; 8 1/2) must be considered. Circumstantial evidence is presented that suggests (but does not prove) that large subduction earthquakes along the Cascadia subduction zone may have an average repeat time of 400 to 500 yr.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1986-06",
        "series_number": "3",
        "volume": "76",
        "issue": "3",
        "pages": "675-708"
    },
    {
        "id": "authors:zqwa3-s4380",
        "collection": "authors",
        "collection_id": "zqwa3-s4380",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20140225-152223066",
        "type": "article",
        "title": "Estimating ground motions using recorded accelerograms",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Tajima",
                "given_name": "Fumiko",
                "clpid": "Tajima-Fumiko"
            },
            {
                "family_name": "Mori",
                "given_name": "Wildestein",
                "clpid": "Mori-Wildestein"
            }
        ],
        "abstract": "A procedure for estimating ground motions using recorded accelerograms is described. The premise of the study is the assumption that future ground motions will be similar to those observed for similar site and tectonic situations in the past. Direct techniques for scaling existing accelerograms have been developed, based on relative estimates of local magnitude, M_L. Design events are described deterministically in terms of fault dimension, tectonic setting (stress drop), fault distance, and site conditions. A combination of empirical and theoretical arguments is used to develop relationships between M_L and other earthquake magnitude scales. In order to minimize scaling errors due to lack of understanding of the physics of strong ground motion, the procedure employs as few intermediate scaling laws as possible. The procedure conserves a meaningful measure of the uncertainty inherent when predicting ground motions from simple parameterizations of earthquake sources and site conditions.",
        "doi": "10.1007/BF01904051",
        "issn": "0169-3298",
        "publisher": "Springer",
        "publication": "Surveys in Geophysics",
        "publication_date": "1986-03-01",
        "series_number": "1",
        "volume": "8",
        "issue": "1",
        "pages": "25-83"
    },
    {
        "id": "authors:seg3b-cys27",
        "collection": "authors",
        "collection_id": "seg3b-cys27",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130115-110915450",
        "type": "article",
        "title": "Possible tsunami along the northwestern coast of the United States inferred from Indian traditions",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Snavely",
                "given_name": "Parke D., Jr.",
                "clpid": "Snavely-P-D-Jr"
            }
        ],
        "abstract": "Subduction of the Juan de Fuca and Gorda plates beneath western North America\npresents a paradox; despite the fact that there is good evidence of 3 to 4 cm/yr of\nongoing convergence, there is a remarkable paucity of either historic or instrumentally\nrecorded shallow subduction earthquakes. Steady aseismic slip along the entire\nCascadia subduction zone provides one explanation for this seismic quiescence.\nHowever, the Cascadia subduction zone shares many features, including temporal\nquiescence, with other subduction zones that have experienced very large shallow\nsubduction earthquakes (Heaton and Kanamori, 1984). Yet, there is no\ndirect geologic or historical evidence presently available to confirm that great\nshallow subduction earthquakes have occurred along the coast of Washington,\nOregon, and northern California. However, there are reports describing Indian\nlegends of great sea-level disturbances that may be related to large nearby earthquakes.\nIn this letter, we briefly review the history of exploration and settlement of\nthis region by nonnative people and then discuss legends from Indians in northern\nWashington and northern California.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1985-10",
        "series_number": "5",
        "volume": "75",
        "issue": "5",
        "pages": "1455-1460"
    },
    {
        "id": "authors:p8wsq-zh934",
        "collection": "authors",
        "collection_id": "p8wsq-zh934",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130130-145105862",
        "type": "article",
        "title": "Teleseismic time functions for large, shallow subduction zone earthquakes",
        "author": [
            {
                "family_name": "Hartzell",
                "given_name": "Stephen H.",
                "clpid": "Hartzell-S-H"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Broadband vertical P-wave records are analyzed from 63 of the largest shallow subduction zone earthquakes which have occurred in the circum-Pacific in the last 45 yr. Most of the records studied come from a common instrument, the Pasadena, California, Benioff 1-90 seismometer. Propagation and instrument effects are deconvolved from the P-wave records using a damped least-squares inversion to obtain the teleseismic source time function. The inversion has the additional constraint that the time function be positive everywhere. The period band over which the time functions are considered reliable is from 2.5 to 50 sec. Fourier displacement amplitude spectra computed for each of the 1-90 P-wave trains indicate spectral slopes measured between 2 and 50 sec of \u03c9^(\u22121.0) to \u03c9^(\u22122.25) with an average value of \u03c9^(\u22121.5). These values assume an average attenuation of t^* = 1.0. The seismic moments derived from the P-wave time functions compare well with other published values for earthquakes having moments smaller than 2.5 \u00d7 10^(28) dyne-cm (M_w = 8.2). Because the 1-90 seismometer has little response at very long periods, this technique underestimates the moments of the very largest events. The time functions are characterized using five parameters: (1) spectral slope between 2 and 50 sec; (2) roughness of the time function; (3) multiplicity of sources; (4) pulse widths of individual sources; and (5) overall signal duration. The 63 earthquakes studied come from 15 subduction zones with a wide range in the ages of subducted lithosphere, convergence rates, and maximum size of earthquakes. Comparing the time function parameters with age, rate, and M_w of the subduction zone does not yield obvious global trends. However, most of the subduction zones do behave characteristically and can be grouped accordingly.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1985-08",
        "series_number": "4",
        "volume": "75",
        "issue": "4",
        "pages": "965-1004"
    },
    {
        "id": "authors:9ztfb-9pv72",
        "collection": "authors",
        "collection_id": "9ztfb-9pv72",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121127-081300397",
        "type": "article",
        "title": "Reply to H. Acharya's \"Comments on 'Seismic potential associated with subduction in the Northwestern United States'\"",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            }
        ],
        "abstract": "Subduction in the northwestern United States presents us with a dilemma. Although there is good evidence of 3 to 4 cm/yr of convergence between the Juan de Fuca and North American plates, the occurrence of either historic or instrumentally recorded shallow thrust earthquakes is remarkably low. Why aren't there more earthquakes? Aseismic slip along the entire plate boundary provides a convenient\nexplanation for this dilemma. Aseismic slip appears to be the predominant mode for plate interaction for many subduction zones. However, the Juan de Fuca subduction zone is clearly different from the most common class of aseismic\nsubduction zone that is characterized by the subduction of very old oceanic lithosphere (Heaton and Kanamori, 1984). We noted that, in general, the subduction of young lithosphere is characterized by strong interplate seismic coupling. The Juan de Fuca subduction zone can be considered as an end member in that it involves\nsome of the youngest subducted lithosphere observed anywhere. This, in itself, suggests that the Juan de Fuca subduction zone belongs in a class (perhaps aseismic)\nby itself. However, there are several other localities where comparably young crust appears to be subducting. These are southern Chile between 42\u00b0 and 45\u00b0 south\nlatitude, Colombia near 2\u00ba north latitude, and the Rivera plate off western Mexico. All of these regions are seismically active and, in the case of Colombia and southern\nChile, have involved earthquakes with energy magnitudes of 8.8 (1906) and 9.5 (southern half of the 1960 rupture zone), respectively. Furthermore, these regions of Colombia and southern Chile do not have bathymetric trenches, and there is no significant seismic activity deeper than 100 km observed on their Benioff-Wadati zones. There is also evidence that these regions have experienced significant periods of seismic quiescence. The NOAA catalog shows a remarkable absence of shallow activity between 41\u00ba and 45\u00b0 south latitude along the Chile trench for at least 30 yr\nprior to the 1960 M_w 9.5 Chilean earthquake. Unfortunately, this catalog is not sufficiently complete to allow a comparison of seismicity at small magnitude\nearthquakes. However, at a magnitude cutoff of 6, the rate of seismicity in the 50 yr preceding the 1960 earthquakes in the region between 41\u00ba and 45\u00ba south latitude seems comparable to that reported for the Juan de Fuca subduction zone's 150-yr history (the Juan de Fuca convergence rate is about one-third that of southern Chile).",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1985-06",
        "series_number": "3",
        "volume": "75",
        "issue": "3",
        "pages": "891-892"
    },
    {
        "id": "authors:dy0a0-k4317",
        "collection": "authors",
        "collection_id": "dy0a0-k4317",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130108-151339368",
        "type": "article",
        "title": "A Model for a Seismic Computerized Alert Network",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "In large earthquakes, damaging ground motions may occur at large epicentral distances. Because of the relatively slow speed of seismic waves, it is possible to construct a system to provide short-term warning (as much as several tens of seconds) of imminent strong ground motions from major earthquakes. Automated safety responses could be triggered by users after receiving estimates of the arrival time and strength of shaking expected at an individual site. Although warning times are likely to be short for areas greatly damaged by relatively numerous earthquakes of moderate size, large areas that experience very strong shaking during great earthquakes would receive longer warning times.",
        "doi": "10.1126/science.228.4702.987",
        "issn": "0036-8075",
        "publisher": "American Association for the Advancement of Science",
        "publication": "Science",
        "publication_date": "1985-05",
        "series_number": "4702",
        "volume": "228",
        "issue": "4702",
        "pages": "987-990"
    },
    {
        "id": "authors:vhcs6-41351",
        "collection": "authors",
        "collection_id": "vhcs6-41351",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130228-101520253",
        "type": "article",
        "title": "Array analysis of the ground velocities and accelerations from the 1971 San Fernando, California, earthquake",
        "author": [
            {
                "family_name": "Liu",
                "given_name": "Hsui-Lin",
                "clpid": "Liu-Hsui-Lin"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Profiles of ground velocity and acceleration, displayed as a function of epicentral distance, are analyzed for recordings of the 1971 San Fernando earthquake. Three long profiles (&gt;50 km) and three short profiles (&lt;2 km) are studied. Although there is considerable variation in waveforms and peak amplitudes observed along the long profiles, there are also many examples of coherent phases seen on adjacent stations. There are striking differences in the amplitudes and durations of ground velocity observed at stations located on hard rock sites as opposed to stations located within the large sedimentary basins of the Los Angeles area. Furthermore, the San Fernando Basin, which is adjacent to the source area, seems to respond quite differently from the Los Angeles Basin which is about 30 km from the earthquake source area. Ground acceleration profiles, however, show that there is no corresponding change in the duration or amplitude of high-frequency shaking with site characteristics. We infer that the excitation of surface waves within sedimentary basins is the reason that large peak velocities and displacements are observed for soft sites. The ground velocity waveforms are nearly identical along the three short profiles, which are all located within the Los Angeles Basin. Greater variation of waveforms and amplitudes are seen for ground acceleration along these short profiles, although strong phase coherence is still observed.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1984-10",
        "series_number": "5",
        "volume": "74",
        "issue": "5",
        "pages": "1951-1968"
    },
    {
        "id": "authors:ahz5c-cnv07",
        "collection": "authors",
        "collection_id": "ahz5c-cnv07",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121127-135005668",
        "type": "article",
        "title": "Seismic potential associated with subduction in the northwestern United States",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Kanamori",
                "given_name": "Hiroo",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            }
        ],
        "abstract": "Despite good evidence of present-day convergence of the Juan de Fuca and North American plates, there has been remarkably little historical seismic activity along the shallow part of the Juan de Fuca subduction zone. Although we cannot completely rule out the possibility that the plate motion is being accommodated by aseismic creep, we find that the Juan de Fuca subduction zone shares many features with other subduction zones that have experienced great earthquakes.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1984-06",
        "series_number": "3",
        "volume": "74",
        "issue": "3",
        "pages": "933-941"
    },
    {
        "id": "authors:9raxb-4vt71",
        "collection": "authors",
        "collection_id": "9raxb-4vt71",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130228-093912445",
        "type": "article",
        "title": "Inversion of strong ground motion and teleseismic waveform data for the fault rupture history of the 1979 Imperial Valley, California, earthquake",
        "author": [
            {
                "family_name": "Hartzell",
                "given_name": "Stephen H.",
                "clpid": "Hartzell-S-H"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "A least-squares point-by-point inversion of strong ground motion and teleseismic body waves is used to infer the fault rupture history of the 1979 Imperial Valley, California, earthquake. The Imperial fault is represented by a plane embedded in a half-space where the elastic properties vary with depth. The inversion yields both the spatial and temporal variations in dislocation on the fault plane for both right-lateral strike-slip and normal dip-slip components of motion. Inversions are run for different fault dips and for both constant and variable rupture velocity models. Effects of different data sets are also investigated. Inversions are compared which use the strong ground motions alone, the teleseismic body waves alone, and simultaneously the strong ground motion and teleseismic records. The inversions are stabilized by adding both smoothing and positivity constraints.\nThe moment is estimated to be 5.0 \u00d7 10^(25) dyne-cm and the fault dip 90\u00b0 \u00b1 5\u00b0. Dislocation in the hypocentral region south of the United States-Mexican border is relatively small and almost dies out near the border. Dislocation then increases sharply north of the border to a maximum of about 2 m under Interstate 8. Dipslip motion is minor compared to strike-slip motion and is concentrated in the sediments. The best-fitting constant rupture velocity is 80 per cent of the local shear-wave velocity. However, there is a suggestion that the rupture front accelerated from the hypocenter northward. The 1979 Imperial Valley earthquake can be characterized as a magnitude 5 earthquake at the hypocenter which then grew into or triggered a magnitude 6 earthquake north of the border.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1983-12",
        "series_number": "6",
        "volume": "73",
        "issue": "6",
        "pages": "1553-1583"
    },
    {
        "id": "authors:54xqh-fwj29",
        "collection": "authors",
        "collection_id": "54xqh-fwj29",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121211-141241559",
        "type": "article",
        "title": "Ground failure along the New River caused by the October 1979 Imperial Valley earthquake sequence",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Anderson",
                "given_name": "John G.",
                "clpid": "Anderson-J-G"
            },
            {
                "family_name": "German",
                "given_name": "Peter T.",
                "clpid": "German-P-T"
            }
        ],
        "abstract": "We recognized a number of ground failures along the south bank of the New River north of Brawley, California, following the 15 October 1979 Imperial Valley, California, earthquake sequence. The zone includes a large pond and numerous sand boils, apparently caused by liquefaction, near the Del Rio Country Club. These ground failures, together with failures at the New River bridge west of Brawley and at Wiest Lake, form a discontinuous zone 10 km long. While this zone appears to coincide with the aftershocks following the 16 October 1979, M_L 5.8, Brawley earthquake (the largest aftershock of the Imperial Valley earthquake), a cause and effect relationship cannot be demonstrated. No evidence of tectonic surface faulting could be found.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1983-08",
        "series_number": "4",
        "volume": "73",
        "issue": "4",
        "pages": "1161-1171"
    },
    {
        "id": "authors:3p8xy-yg917",
        "collection": "authors",
        "collection_id": "3p8xy-yg917",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121205-081142449",
        "type": "article",
        "title": "The 1971 San Fernando earthquake: A double event?",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Evidence is presented which suggest that the 1971 San Fernando earthquake may have been a double event that occurred on two separate, subparallel thrust faults. It is postulated that the initial event took place at depth on the Sierra Madre fault zone which runs along the base of the San Gabriel Mountains. Rupture is postulated to have occurred from a depth of about 15 km to a depth of about 3 km. A second event is thought to have initiated about 4 sec later on another steeply dipping thrust fault which is located about 4 km south of the Sierra Madre fault zone. The surface trace of this fault coincides with the San Fernando fault zone which was the principal fault associated with surface rupture. It is postulated that rupture propagated from a depth of 8 km to the free surface. The moments of the first and second events are approximately 0.7 \u00d7 10^(26) dyne-cm and 1.0 \u00d7 10^(26) dyne-cm, respectively. This model is found to explain the combined data sets of strong ground motions, teleseismic P and S waveforms, and static offsets better than previous models, which consist of either a single fault plane or a plane having a dip angle which shallows with decreasing depth. Nevertheless, many features of the observed motions remain unexplained, and considerable uncertainty still exists regarding the faulting history of the San Fernando earthquake.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1982-12",
        "series_number": "6A",
        "volume": "72",
        "issue": "6A",
        "pages": "2037-2062"
    },
    {
        "id": "authors:r4esx-1qp34",
        "collection": "authors",
        "collection_id": "r4esx-1qp34",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121205-082246121",
        "type": "article",
        "title": "Tidal triggering of earthquakes",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Analysis of the tidal stress tensor at the time of moderate to large earthquakes fails to confirm an earlier hypothesis that the origin times of shallow dip-slip earthquakes correlate with solid-earth tidal shear stress. Furthermore, no correlation is seen for either tidal shear stress or tidal normal-to-the-fault compressive stress with shallow strike-slip earthquakes or with deep earthquakes.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1982-12",
        "series_number": "6A",
        "volume": "72",
        "issue": "6A",
        "pages": "2181-2200"
    },
    {
        "id": "authors:xhtpw-kaf53",
        "collection": "authors",
        "collection_id": "xhtpw-kaf53",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121212-100833746",
        "type": "article",
        "title": "An evaluation of the seismic-window theory for earthquake prediction",
        "author": [
            {
                "family_name": "McNutt",
                "given_name": "Marcia",
                "clpid": "McNutt-M"
            },
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "The hypothesis that tides may trigger seismic events is not new. The conclusions\nfrom previous studies are mixed, but some negative results might be attributed to\nfailure in accounting for the variation in tidal phase and fault orientation over the\nsurface of the earth. The connection between tides and seismicity appears most\nconvincing for studies in which the investigators either correlated the earthquakes\nwith the magnitude and direction of tidal stress on the actual fault planes (Heaton,\n1975) or restricted the data set to events in a small region over which the earthquake\nmechanisms would be reasonably similar (Klein, 1976; Young and Zurn,\n1979). In general, these studies have dealt with only the semidiurnal fluctuations in\nthe tidal amplitude. The intent of this study was to determine whether earthquakes\nin the San Francisco Bay area respond to a fortnightly fluctuation in tidal\namplitude. A correlation between seismic events and any tidal period would contribute\nto the understanding of the earthquake process and the stress regime\nwithin which faulting occurs. But perhaps more importantly, correlations between\nthe longer tidal periods and seismicity might provide a useful tool for earthquake prediction.",
        "issn": "0026-4555",
        "publisher": "California Division of Mines and Geology",
        "publication": "California Geology",
        "publication_date": "1981-01",
        "series_number": "1",
        "volume": "34",
        "issue": "1",
        "pages": "12-16"
    },
    {
        "id": "authors:7dc6r-g9z51",
        "collection": "authors",
        "collection_id": "7dc6r-g9z51",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130204-115012596",
        "type": "article",
        "title": "Generalized ray models of the San Fernando Earthquake",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Helmberger",
                "given_name": "Donald V.",
                "clpid": "Helmberger-D-V"
            }
        ],
        "abstract": "The exact Cagniard-de Hoop solutions for a point dislocation in half-space are used to construct models of the strong ground motion observed during the February 9, 1971 San Fernando earthquake (M_L = 6.4). By summing point dislocations distributed over the fault plane, three-dimensional models of a finite fault located in a half-space are constructed to study the ground motions observed at JPL (Pasadena), Palmdale, Lake Hughes, and Pacoima Dam. Since the duration of faulting is comparable to the travel times for various wave types, very complex interference of these arrivals makes a detailed interpretation of these wave forms difficult. By investigating the motion due to small sections of the fault, it is possible to understand how various wave types interfere to produce the motion due to the total fault. Rayleigh waves as well as S to P head waves are shown to be important effects of the free surface. Near-field source effects are also quite dramatic. Strong directivity is required to explain the difference in amplitudes seen between stations to the north and stations to the south. Faulting appears to have begun north of Pacoima at a depth of 13 km. The rupture velocity, which is near 2.8 km/sec in the hypocentral region, appears to slow to 1.8 km/sec at a depth of 5 km. Displacements on the deeper sections of the fault are about 2.5 m. Fault offsets become very small at depths near 4 km and then grow again to 5 m near the surface rupture. The large velocity pulse seen at Pacoima is a far-field shear wave which is enhanced by directivity. Peak accelerations at Pacoima are probably associated with the large shallow faulting. The total moment is 1.4 \u00d7 10^(26) ergs.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1979-10",
        "series_number": "5",
        "volume": "69",
        "issue": "5",
        "pages": "1311-1341"
    },
    {
        "id": "authors:00x1b-j8365",
        "collection": "authors",
        "collection_id": "00x1b-j8365",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121121-100923266",
        "type": "article",
        "title": "Predictability of strong ground motion in the Imperial Valley: Modeling the M4.9, November 4, 1976 Brawley earthquake",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Helmberger",
                "given_name": "Donald V.",
                "clpid": "Helmberger-D-V"
            }
        ],
        "abstract": "Strong-motion displacements, recorded at 33 km (IVC) and 36 km (ELC) from the November 4, 1976 Brawley earthquake, are modeled using the Cagniard-deHoop technique. The IVC record consists almost entirely of transversely polarized motion, whereas the ELC record contains an approximately equal proportion of transversely and radially polarized motion. A simplified shear-wave velocity model was determined from the compressional wave refraction studies of Biehler, Kovach, and Allen (1964). The epicentral location and focal mechanism computed from P-wave first-arrival studies were used to locate and orient a double-couple point source within the layered half-space. The far-field time function and source depth were the only parameters without good independent constraints. A triangular far-field time function with a duration of 1.5 sec and a source depth of 7 km were sufficient to model the first 25 sec of tangential ground motion. It appears that the effects of velocity structure on the propagation of long-period SH waves are predictable in the Imperial Valley. A study of the synthetic Fourier amplitude spectra indicates that wave propagation effects should be included in studies of source spectra and seismic wave attenuation.",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1978-02",
        "series_number": "1",
        "volume": "68",
        "issue": "1",
        "pages": "31-48"
    },
    {
        "id": "authors:fqn90-xg194",
        "collection": "authors",
        "collection_id": "fqn90-xg194",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20121121-102148439",
        "type": "article",
        "title": "A study of the strong ground motion of the Borrego Mountain, California, earthquake",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Helmberger",
                "given_name": "Donald V.",
                "clpid": "Helmberger-D-V"
            }
        ],
        "abstract": "Several synthetic models are constructed to fit the first 40 sec of the transversely polarized displacement, as recorded at El Centro, of the April 9, 1968 Borrego Mountain earthquake. The modeling is done in the time domain using the response computed for a distributed set of point shear dislocations embedded in a layered half-space. The beginning 10 sec of the observed record is used to model the spatial and temporal distribution of faulting whereas the remaining portion is used to determine the upper crustal structure based on surface-wave periodicity. A natural depth criterion was provided by comparing the amplitude of the direct arrival with the surface-wave excitations. Trade-offs are found to exist between source models and velocity structure models. Within the framework of a layer over a half-space model, faulting of finite vertical extent is required, whereas the horizontal dimensions of faulting are not resolvable. A model which is also consistent with the teleseismic results of Burdick and Mellman indicates massive faulting near a depth of 9 km with a fast rise time producing a 10-cm displacement pulse of 1 sec duration at El Centro. The faulting appears to slow down approaching the surface. The moment is calculated to be approximately 7 \u00d7 10^(25) dyne-cm which is somewhat smaller than the moment found by Burdick and Mellman (1976).",
        "issn": "0037-1106",
        "publisher": "Seismological Society of America",
        "publication": "Bulletin of the Seismological Society of America",
        "publication_date": "1977-04",
        "series_number": "2",
        "volume": "67",
        "issue": "2",
        "pages": "315-330"
    },
    {
        "id": "authors:ysm48-njp08",
        "collection": "authors",
        "collection_id": "ysm48-njp08",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130213-102823090",
        "type": "article",
        "title": "Tidal Triggering of Earthquakes",
        "author": [
            {
                "family_name": "Heaton",
                "given_name": "Thomas H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            }
        ],
        "abstract": "Analysis of the tidal stress tensor at the time of moderate to large earthquakes strongly suggests that shallow (&lt; 30 km) larger magnitude oblique-slip and dip-slip earthquakes are triggered by tidal stresses. No corresponding triggering effect is seen for shallow strike-slip earthquakes or for any type of intermediate or deep focus earthquakes which have been studied. Tidal triggering is also discussed from the viewpoint of the 'dilatancy-diffusion' model. Specifically, the model as usually stated, excludes the possibility of small earthquakes being tidally triggered.",
        "doi": "10.1111/j.1365-246X.1975.tb00637.x",
        "issn": "0956-540X",
        "publisher": "Royal Astronomical Society",
        "publication": "Geophysical Journal International",
        "publication_date": "1975-11",
        "series_number": "2",
        "volume": "43",
        "issue": "2",
        "pages": "307-326"
    },
    {
        "id": "authors:ghyd1-w7719",
        "collection": "authors",
        "collection_id": "ghyd1-w7719",
        "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20130430-114455558",
        "type": "article",
        "title": "Point Mugu, California, Earthquake of 21 February 1973\n and Its Aftershocks",
        "author": [
            {
                "family_name": "Ellsworth",
                "given_name": "W. L.",
                "clpid": "Ellsworth-W-L"
            },
            {
                "family_name": "Campbell",
                "given_name": "R. H.",
                "clpid": "Campbell-R-H"
            },
            {
                "family_name": "Hill",
                "given_name": "D. P.",
                "orcid": "0000-0001-7476-6306",
                "clpid": "Hill-D-P"
            },
            {
                "family_name": "Page",
                "given_name": "R. A.",
                "clpid": "Page-R-A"
            },
            {
                "family_name": "Alewine",
                "given_name": "R. W., III",
                "clpid": "Alewine-R-W-III"
            },
            {
                "family_name": "Hanks",
                "given_name": "T. C.",
                "clpid": "Hanks-T-C"
            },
            {
                "family_name": "Heaton",
                "given_name": "T. H.",
                "orcid": "0000-0003-3363-2197",
                "clpid": "Heaton-T-H"
            },
            {
                "family_name": "Hileman",
                "given_name": "J. A.",
                "clpid": "Hileman-J-A"
            },
            {
                "family_name": "Kanamori",
                "given_name": "H.",
                "orcid": "0000-0001-8219-9428",
                "clpid": "Kanamori-H"
            },
            {
                "family_name": "Minster",
                "given_name": "B.",
                "clpid": "Minster-B"
            },
            {
                "family_name": "Whitcomb",
                "given_name": "J. H.",
                "clpid": "Whitcomb-J-H"
            }
        ],
        "abstract": "Seismological investigations show that the Point Mugu earthquake involved north-south crustal shortening deep within the complex fault zone that marks the southern front of the Transverse Ranges province. This earthquake sequence results from the same stress system responsible for the deformation in this province in the Pliocene through Holocene and draws attention to the significant earthquake hazard that the southern frontal fault system poses to the Los Angeles metropolitan area.",
        "doi": "10.1126/science.182.4117.1127",
        "issn": "0036-8075",
        "publisher": "American Association for the Advancement of Science",
        "publication": "Science",
        "publication_date": "1973-12-14",
        "series_number": "4117",
        "volume": "182",
        "issue": "4117",
        "pages": "1127-1129"
    }
]