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    Out‐of‐Plane Buckling Formulas for Beam‐Columns/Tie‐Beams

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 012
    Author:
    Sritawat Kitipornchai
    ,
    Chien‐Ming Wang
    DOI: 10.1061/(ASCE)0733-9445(1988)114:12(2773)
    Publisher: American Society of Civil Engineers
    Abstract: This paper shows that the closed form expression for the elastic out‐of‐plane buckling of doubly symmetric beam‐columns under uniform moment can be expressed in form similar to that of beams by introducing a beam‐column parameter,
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      Out‐of‐Plane Buckling Formulas for Beam‐Columns/Tie‐Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30262
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    • Journal of Structural Engineering

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    contributor authorSritawat Kitipornchai
    contributor authorChien‐Ming Wang
    date accessioned2017-05-08T20:52:50Z
    date available2017-05-08T20:52:50Z
    date copyrightDecember 1988
    date issued1988
    identifier other%28asce%290733-9445%281988%29114%3A12%282773%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30262
    description abstractThis paper shows that the closed form expression for the elastic out‐of‐plane buckling of doubly symmetric beam‐columns under uniform moment can be expressed in form similar to that of beams by introducing a beam‐column parameter,
    publisherAmerican Society of Civil Engineers
    titleOut‐of‐Plane Buckling Formulas for Beam‐Columns/Tie‐Beams
    typeJournal Paper
    journal volume114
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1988)114:12(2773)
    treeJournal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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