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dc.contributor.authorPouria
dc.contributor.authorBahmani
dc.contributor.authorJohn W.
dc.contributor.authorvan de Lindt
dc.contributor.authorGary L.
dc.contributor.authorMochizuki
dc.contributor.authorMikhail
dc.contributor.authorGershfeld
dc.contributor.authorSteven E.
dc.contributor.authorPryor
dc.date.accessioned2017-05-08T22:20:32Z
dc.date.available2017-05-08T22:20:32Z
dc.date.copyrightJune 2015
dc.date.issued2015
dc.identifier.other42397770.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/78189
dc.description.abstractIn the San Francisco Bay Area and throughout much of California, there are a large number of wood-frame buildings with garage space at ground level, resulting in open fronts on one or two sides. This type of geometry results in a soft and weak first story, and buildings of this archetype are generally referred to as soft-story buildings. During an earthquake, these buildings are susceptible to severe damage and collapse and have been recognized as a disaster-preparedness problem. The five-university Network for Earthquake Engineering Simulation (NEES)-Soft project culminated in a series of full-scale soft-story wood-frame building tests to validate two different retrofit philosophies and included a 2-month test program encompassing four different retrofits. The building had
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental Seismic Collapse Study of a Full-Scale, 4-Story, Soft-Story, Wood-Frame Building
dc.typeJournal Paper
dc.journal.volume21
dc.journal.issue2
dc.journal.titleJournal of Architectural Engineering
dc.identifier.doi10.1061/(ASCE)AE.1943-5568.0000166
dc.treeJournal of Architectural Engineering:;2015:;Volume ( 021 ):;issue: 002
dc.contenttypeFulltext


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