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    Seismic Fragility Analysis and Retrofit of Conventional Residential Wood-Frame Structures in the Central United States

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 003
    Author:
    Weichiang Pang
    ,
    David V. Rosowsky
    ,
    Bruce R. Ellingwood
    ,
    Yue Wang
    DOI: 10.1061/(ASCE)0733-9445(2009)135:3(262)
    Publisher: American Society of Civil Engineers
    Abstract: Site-built wood-frame (light-frame) construction is the most common form of construction for residential structures in the United States. Such structures have suffered significant damage in recent earthquakes, and wood-frame construction practices in the western United States (WUS) have improved considerably in the last
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      Seismic Fragility Analysis and Retrofit of Conventional Residential Wood-Frame Structures in the Central United States

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/35379
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    • Journal of Structural Engineering

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    contributor authorWeichiang Pang
    contributor authorDavid V. Rosowsky
    contributor authorBruce R. Ellingwood
    contributor authorYue Wang
    date accessioned2017-05-08T21:00:50Z
    date available2017-05-08T21:00:50Z
    date copyrightMarch 2009
    date issued2009
    identifier other%28asce%290733-9445%282009%29135%3A3%28262%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35379
    description abstractSite-built wood-frame (light-frame) construction is the most common form of construction for residential structures in the United States. Such structures have suffered significant damage in recent earthquakes, and wood-frame construction practices in the western United States (WUS) have improved considerably in the last
    publisherAmerican Society of Civil Engineers
    titleSeismic Fragility Analysis and Retrofit of Conventional Residential Wood-Frame Structures in the Central United States
    typeJournal Paper
    journal volume135
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2009)135:3(262)
    treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 003
    contenttypeFulltext
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