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    Interaction of Local and Overall Instability of Compressed Box Columns

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 011
    Author:
    Shen Zuyan
    ,
    Zhang Qilin
    DOI: 10.1061/(ASCE)0733-9445(1991)117:11(3337)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the curved‐shell finite‐element method is adopted to analyze the ultimate strength of compressed stiffened plates with different stress gradients, the interaction curves
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      Interaction of Local and Overall Instability of Compressed Box Columns

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    http://yetl.yabesh.ir/yetl1/handle/yetl/31008
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    contributor authorShen Zuyan
    contributor authorZhang Qilin
    date accessioned2017-05-08T20:54:00Z
    date available2017-05-08T20:54:00Z
    date copyrightNovember 1991
    date issued1991
    identifier other%28asce%290733-9445%281991%29117%3A11%283337%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31008
    description abstractIn this paper the curved‐shell finite‐element method is adopted to analyze the ultimate strength of compressed stiffened plates with different stress gradients, the interaction curves
    publisherAmerican Society of Civil Engineers
    titleInteraction of Local and Overall Instability of Compressed Box Columns
    typeJournal Paper
    journal volume117
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1991)117:11(3337)
    treeJournal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 011
    contenttypeFulltext
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