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    Buckling of Monosymmetric I‐Beams under Moment Gradient

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 004
    Author:
    Sritawat Kitipornchai
    ,
    Chien Ming Wang
    ,
    Nicholas S. Trahair
    DOI: 10.1061/(ASCE)0733-9445(1986)112:4(781)
    Publisher: American Society of Civil Engineers
    Abstract: The paper investigates the elastic lateral buckling of simply supported monosymmetric I‐beams under moment gradient. Independent solutions are obtained using the finite integral method and the Rayleigh‐Ritz energy approach. The elastic buckling moments depend on the degree of beam monosymmetry, ρ, the beam parameter,
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      Buckling of Monosymmetric I‐Beams under Moment Gradient

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29767
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    contributor authorSritawat Kitipornchai
    contributor authorChien Ming Wang
    contributor authorNicholas S. Trahair
    date accessioned2017-05-08T20:51:58Z
    date available2017-05-08T20:51:58Z
    date copyrightApril 1986
    date issued1986
    identifier other%28asce%290733-9445%281986%29112%3A4%28781%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29767
    description abstractThe paper investigates the elastic lateral buckling of simply supported monosymmetric I‐beams under moment gradient. Independent solutions are obtained using the finite integral method and the Rayleigh‐Ritz energy approach. The elastic buckling moments depend on the degree of beam monosymmetry, ρ, the beam parameter,
    publisherAmerican Society of Civil Engineers
    titleBuckling of Monosymmetric I‐Beams under Moment Gradient
    typeJournal Paper
    journal volume112
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1986)112:4(781)
    treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 004
    contenttypeFulltext
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