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

    Source: Journal of Architectural Engineering:;2015:;Volume ( 021 ):;issue: 002
    Author:
    Pouria
    ,
    Bahmani
    ,
    John W.
    ,
    van de Lindt
    ,
    Gary L.
    ,
    Mochizuki
    ,
    Mikhail
    ,
    Gershfeld
    ,
    Steven E.
    ,
    Pryor
    DOI: 10.1061/(ASCE)AE.1943-5568.0000166
    Publisher: American Society of Civil Engineers
    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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      Experimental Seismic Collapse Study of a Full-Scale, 4-Story, Soft-Story, Wood-Frame Building

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/78189
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    • Journal of Architectural Engineering

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    contributor authorPouria
    contributor authorBahmani
    contributor authorJohn W.
    contributor authorvan de Lindt
    contributor authorGary L.
    contributor authorMochizuki
    contributor authorMikhail
    contributor authorGershfeld
    contributor authorSteven E.
    contributor authorPryor
    date accessioned2017-05-08T22:20:32Z
    date available2017-05-08T22:20:32Z
    date copyrightJune 2015
    date issued2015
    identifier other42397770.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78189
    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
    publisherAmerican Society of Civil Engineers
    titleExperimental Seismic Collapse Study of a Full-Scale, 4-Story, Soft-Story, Wood-Frame Building
    typeJournal Paper
    journal volume21
    journal issue2
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)AE.1943-5568.0000166
    treeJournal of Architectural Engineering:;2015:;Volume ( 021 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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