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    Seismic Behavior of HSS Bracing Members according to Width–Thickness Ratio under Symmetric Cyclic Loading

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 002
    Author:
    Sang-Wan Han
    ,
    Wook Tae Kim
    ,
    Douglas A. Foutch
    DOI: 10.1061/(ASCE)0733-9445(2007)133:2(264)
    Publisher: American Society of Civil Engineers
    Abstract: This study examined the effect of the width–thickness ratio (
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      Seismic Behavior of HSS Bracing Members according to Width–Thickness Ratio under Symmetric Cyclic Loading

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/34984
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    • Journal of Structural Engineering

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    contributor authorSang-Wan Han
    contributor authorWook Tae Kim
    contributor authorDouglas A. Foutch
    date accessioned2017-05-08T21:00:08Z
    date available2017-05-08T21:00:08Z
    date copyrightFebruary 2007
    date issued2007
    identifier other%28asce%290733-9445%282007%29133%3A2%28264%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34984
    description abstractThis study examined the effect of the width–thickness ratio (
    publisherAmerican Society of Civil Engineers
    titleSeismic Behavior of HSS Bracing Members according to Width–Thickness Ratio under Symmetric Cyclic Loading
    typeJournal Paper
    journal volume133
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2007)133:2(264)
    treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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