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dc.contributor.authorKiremidjian, A.en_US
dc.contributor.authorSinghal, A.
dc.date.accessioned2010-07-29T14:42:14Zen_US
dc.date.accessioned2010-08-17T17:06:13Zen_US
dc.date.accessioned2014-02-10T20:27:02Z
dc.date.available2010-07-29T14:42:14Zen_US
dc.date.available2010-08-17T17:06:13Zen_US
dc.date.available2014-02-10T20:27:02Z
dc.date.issued1997en_US
dc.identifier97-0008en_US
dc.identifier.govdocPB98-108988en_US
dc.identifier.urihttp://hdl.handle.net/10477/594en_US
dc.description.abstractThe research presented in this report provides a general method for developing relationships between earthquake ground motion and damage. The motion-damage relationships were presented as fragility curves and damage probability matrices. The major components of the methodology consist of: 1) characterization of the potential ground motions; 2) characterization of the nonlinear response of the structure when subjected to extreme dynamic loads; 3) application of the methodology to reinforced concrete frames; 4) sensitivity studies for different structural attributes; and 5) development of a Bayesian technique to update the motion-damage relationships. (Authors' abstract).en_US
dc.description.sponsorshipStanford Universityen_US
dc.format.extent244en_US
dc.titleA Method for Earthquake Motion-Damage Relationships with Application to Reinforced Concrete Framesen_US


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