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    Experimental Seismic Collapse Study of a Full-Scale, 4-Story, Soft-Story, Wood-Frame Building

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    42397770.pdf (2.992Mb)
    Date
    2015
    Author
    Pouria
    Bahmani
    John W.
    van de Lindt
    Gary L.
    Mochizuki
    Mikhail
    Gershfeld
    Steven E.
    Pryor
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    Abstract
    In 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
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    http://yetl.yabesh.ir/yetl/handle/yetl/78189
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