Housner, George W.

Monograph from CaltechAUTHORS

• Housner, George W. (2014) The Momentum-Balance Method in Earthquake Engineering
• Converse, Frederick J. and Housner, George W., et el. (2014) Vibration Compaction of Cohesive Soils
• Converse, Frederick J. and Jones, William F., et el. (2014) Further Studies on Vibration Compaction of Cohesive Soils
• Alford, J. L. and Housner, G. W., et el. (2014) Spectrum analysis of strong motion earthquakes
• Huixian, Liu and Housner, George W., et el. (2002) The Great Tangshan Earthquake of 1976; 10.7907/AFEE-X539
• Lee, David M. and Jennings, Paul C., et el. (1980) A Selection of important strong motion earthquake records
• Rutenberg, Avigdor and Jennings, Paul C., et el. (1980) The response of Veteran's Hospital building 41 in the San Fernando earthquake
• Abdel-Ghaffar, Ahmed Mansour and Housner, George W. (1977) An analysis of the dynamic characteristics of a suspension bridge by ambient vibration measurements
• Housner, George W. and Jennings, Paul C. (1977) Earthquake design criteria for structures
• Foutch, Douglas Allen and Housner, George W., et el. (1975) Dynamic responses of six multistory buildings during the San Fernando earthquake
• Housner, George W. (1973) Earthquake-resistant design of high-rise buildings
• Jennings, Paul C. and Housner, George W., et el. (1968) Simulated earthquake motions
• Alford, Jack L. and Housner, George W., et el. (1964) Spectrum analyses of strong-motion earthquakes
• Keightley, W. O. and Housner, George W., et el. (1961) Vibration tests of the Encino Dam intake tower
• Housner, George W. (1954) Earthquake pressures on fluid containers
• Hudson, Donald E. and Housner, George W. (1954) Vibration tests of a steel-frame building
• Housner, George W. (1953) A Dislocation theory of earthquakes
• Housner, George W. (1953) Analysis of the Taft accelerogram of the earthquake of 21 July 1952
• Housner, George W. (1952) Intensity of ground motion during strong earthquakes
• Hudson, Donald E. and Alford, Jack L., et el. (1952) Response of a structure to an explosive-generated ground shock