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    Seismic Response of Midrise Light Wood-Frame Buildings with Portal Frames

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 008
    Author:
    Zhiyong Chen
    ,
    Ying H. Chui
    ,
    Chun Ni
    ,
    Jian Xu
    DOI: 10.1061/(ASCE)ST.1943-541X.0000882
    Publisher: American Society of Civil Engineers
    Abstract: The seismic response of midrise light wood-frame buildings incorporating portal frames and shear walls were investigated via numerical simulation. Because portal frames and shear walls exhibit different ductility characteristics, of specific interest in this paper is the seismic force-modification factor for the combined building system. An approach to estimate the ductility-related force-modification factor,
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      Seismic Response of Midrise Light Wood-Frame Buildings with Portal Frames

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68822
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    contributor authorZhiyong Chen
    contributor authorYing H. Chui
    contributor authorChun Ni
    contributor authorJian Xu
    date accessioned2017-05-08T22:01:07Z
    date available2017-05-08T22:01:07Z
    date copyrightAugust 2014
    date issued2014
    identifier other%28asce%29st%2E1943-541x%2E0000925.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68822
    description abstractThe seismic response of midrise light wood-frame buildings incorporating portal frames and shear walls were investigated via numerical simulation. Because portal frames and shear walls exhibit different ductility characteristics, of specific interest in this paper is the seismic force-modification factor for the combined building system. An approach to estimate the ductility-related force-modification factor,
    publisherAmerican Society of Civil Engineers
    titleSeismic Response of Midrise Light Wood-Frame Buildings with Portal Frames
    typeJournal Paper
    journal volume140
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000882
    treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 008
    contenttypeFulltext
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