[ { "id": "authors:4ybh3-63z97", "collection": "authors", "collection_id": "4ybh3-63z97", "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20120926-090957972", "type": "book_section", "title": "Performance-Based Optimal Design Under Seismic Risk", "book_title": "Proceedings Eleventh European Conference on Earthquake Engineering", "author": [ { "family_name": "Beck", "given_name": "J. L.", "clpid": "Beck-J-L" }, { "family_name": "Irfanoglu", "given_name": "A.", "orcid": "0000-0001-8334-6717", "clpid": "Irfanoglu-Ayhan" }, { "family_name": "Chan", "given_name": "E.", "clpid": "Chan-Eduardo" }, { "family_name": "Papadimitriou", "given_name": "C.", "orcid": "0000-0002-9792-0481", "clpid": "Papadimitriou-Costas" } ], "abstract": "A general framework is presented for optimal design based on multiple design criteria\nwhich is suitable for performance-based design of structural systems operating in an uncertain\ndynamic environment. Reliability-based design criteria are used to maintain user-specified levels of\nstructural safety by properly taking into account the uncertainties in the seismic loads that a structure\nmay experience during its lifetime. The methodology is demonstrated with a simple example\ninvolving the design of a three-story steel-frame building for which the ground motion uncertainty\nis characterized by a probabilistic response spectrum developed from available attenuation formulas\nand seismic hazard models.", "isbn": "90 5410 982 3", "publisher": "Balkema", "place_of_publication": "Rotterdam", "publication_date": "1998-09" }, { "id": "authors:np67h-ss363", "collection": "authors", "collection_id": "np67h-ss363", "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20120926-093952624", "type": "book_section", "title": "A Methodology for Performance-Based Optimal Structural Design", "author": [ { "family_name": "Beck", "given_name": "James L.", "clpid": "Beck-J-L" }, { "family_name": "Irfanoglu", "given_name": "Ayhan", "orcid": "0000-0001-8334-6717", "clpid": "Irfanoglu-Ayhan" }, { "family_name": "Papadimitriou", "given_name": "Costas", "orcid": "0000-0002-9792-0481", "clpid": "Papadimitriou-Costas" }, { "family_name": "Chan", "given_name": "Eduardo", "clpid": "Chan-Eduardo" } ], "contributor": [ { "family_name": "Murakami", "given_name": "H", "clpid": "Murakami-H" }, { "family_name": "Luco", "given_name": "J. E.", "clpid": "Luco-J-E" } ], "abstract": "A general framework is presented for optimal design based on multiple design\ncriteria which is suitable for performance-based design of structural systems operating\nunder uncertain risk. Reliability-based design criteria are used to maintain\nspecified levels of structural safety by properly taking into account the uncertainties\nin the future seismic loads. The ground motion uncertainty is characterized\nby a probabilistic response spectrum developed from available attenuation formulas\nand seismic hazard models. A simple illustrative example is given.", "publisher": "ASCE", "publication_date": "1998-05" }, { "id": "authors:f52a9-wmk14", "collection": "authors", "collection_id": "f52a9-wmk14", "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20120926-095241983", "type": "book_section", "title": "A Methodology for Reliability-based Multi-criteria Optimal Structural Design", "book_title": "Structural safety and reliability : proceedings of ICOSSAR '97, the 7th International conference on structural safety and reliability, Kyoto, 24-28 November 1997", "author": [ { "family_name": "Beck", "given_name": "James L.", "clpid": "Beck-J-L" }, { "family_name": "Chan", "given_name": "Eduardo", "clpid": "Chan-Eduardo" }, { "family_name": "Irfanoglu", "given_name": "Ayhan", "orcid": "0000-0001-8334-6717", "clpid": "Irfanoglu-Ayhan" }, { "family_name": "Papadimitriou", "given_name": "Costas", "orcid": "0000-0002-9792-0481", "clpid": "Papadimitriou-Costas" }, { "family_name": "Masri", "given_name": "Sami F.", "clpid": "Masri-Sami-F" }, { "family_name": "Smith", "given_name": "H. Allison", "clpid": "Smith-H-Allison" }, { "family_name": "Tsugawa", "given_name": "Tsunehisa", "clpid": "Tsugawa-Tsunehisa" } ], "contributor": [ { "family_name": "Shiraishi", "given_name": "N.", "clpid": "Shiraishi-N" }, { "family_name": "Shinozuka", "given_name": "M.", "clpid": "Shinozuka-N" }, { "family_name": "Wen", "given_name": "Y. K.", "clpid": "Wen-Y-K" } ], "abstract": "A general framework for optimal design based on multiple, possibly conflicting, design\ncriteria is presented which is well-suited for performance-based design of structural systems operating in\nan uncertain dynamic environment. Reliability-based design criteria are used to maintain user-specified\nlevels of structural safety by properly taking into account the uncertainties in the modeling and seismic\nloads that a structure may experience during its lifetime. Code-based requirements are easily incorporated\ninto the optimal design. The methodology is demonstrated with a simple example involving the\ndesign of a three-story steel-frame building for which the ground motion uncertainty is characterized\nby a probabilistic response spectrum developed from available attenuation formulas and seismic hazard\nmodels.", "isbn": "9054109785", "publisher": "Balkema", "place_of_publication": "Rotterdam, Netherlands", "publication_date": "1997-11", "pages": "1113-1120" }, { "id": "authors:bsjp1-y7x87", "collection": "authors", "collection_id": "bsjp1-y7x87", "cite_using_url": "https://resolver.caltech.edu/CaltechAUTHORS:20120926-101406895", "type": "book_section", "title": "Reliability-Based Optimal Design Decisions in the Presence of Seismic Risk", "book_title": "Proceedings 11th World Conference on Earthquake Engineering", "author": [ { "family_name": "Beck", "given_name": "J. L.", "clpid": "Beck-J-L" }, { "family_name": "Papadimitriou", "given_name": "C.", "orcid": "0000-0002-9792-0481", "clpid": "Papadimitriou-Costas" }, { "family_name": "Chan", "given_name": "E.", "clpid": "Chan-Eduardo" }, { "family_name": "Irfanoglu", "given_name": "A.", "orcid": "0000-0001-8334-6717", "clpid": "Irfanoglu-Ayhan" } ], "abstract": "A systematic methodology is developed with the objective of incorporating seismic risk in an optimal\ndesign decision process for a structure. A general framework for multi-criteria optimal design is presented,\nextended to include the uncertainties in the seismic loads that a structure may experience during\nits lifetime, and demonstrated with a simple example.", "isbn": "0080428223", "publisher": "Pergamon", "place_of_publication": "Oxford, England", "publication_date": "1996-06", "pages": "Paper No. 1058" } ]