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    Global Stability Analysis for Bird-Shaped Girders

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 003
    Author:
    S. P. Zhou
    ,
    L. Duan
    ,
    Y. C. Cheng
    ,
    W. F. Chen
    DOI: 10.1061/(ASCE)0733-9445(2001)127:3(306)
    Publisher: American Society of Civil Engineers
    Abstract: The global stability behavior of bird-shaped girders during construction is investigated. The critical torsional buckling moment is derived by the energy method and Galerkin method. Stability design criteria for bird-shaped girders are proposed for practical use. The proposed criteria have been used to evaluate the buckling capacities of several newly constructed bird-shaped roof structures and full-scale specimens. A good conservative estimation is generally observed.
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      Global Stability Analysis for Bird-Shaped Girders

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    http://yetl.yabesh.ir/yetl1/handle/yetl/33571
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    contributor authorS. P. Zhou
    contributor authorL. Duan
    contributor authorY. C. Cheng
    contributor authorW. F. Chen
    date accessioned2017-05-08T20:57:57Z
    date available2017-05-08T20:57:57Z
    date copyrightMarch 2001
    date issued2001
    identifier other%28asce%290733-9445%282001%29127%3A3%28306%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33571
    description abstractThe global stability behavior of bird-shaped girders during construction is investigated. The critical torsional buckling moment is derived by the energy method and Galerkin method. Stability design criteria for bird-shaped girders are proposed for practical use. The proposed criteria have been used to evaluate the buckling capacities of several newly constructed bird-shaped roof structures and full-scale specimens. A good conservative estimation is generally observed.
    publisherAmerican Society of Civil Engineers
    titleGlobal Stability Analysis for Bird-Shaped Girders
    typeJournal Paper
    journal volume127
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2001)127:3(306)
    treeJournal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 003
    contenttypeFulltext
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