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    Optimum Location of an Interior Hinge on a Column

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author:
    C. Y. Wang
    DOI: 10.1061/(ASCE)0733-9445(1987)113:1(161)
    Publisher: American Society of Civil Engineers
    Abstract: The buckling of a column, clamped at both ends and with an interior hinge is studied. It is shown that the buckling load of a column with an interior hinge depends on the location of the hinge. The optimum location of a hinge (for maximum buckling strength) is 21.9% of the total length from one end for a clamped-clamped column (a decrease of only 11% from the no-hinge load). For a clamped-pinned column, the optimal hinge location is 30.1% from the clamped end without any decrease in buckling load.
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      Optimum Location of an Interior Hinge on a Column

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    contributor authorC. Y. Wang
    date accessioned2017-05-08T20:52:10Z
    date available2017-05-08T20:52:10Z
    date copyrightJanuary 1987
    date issued1987
    identifier other%28asce%290733-9445%281987%29113%3A1%28161%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29883
    description abstractThe buckling of a column, clamped at both ends and with an interior hinge is studied. It is shown that the buckling load of a column with an interior hinge depends on the location of the hinge. The optimum location of a hinge (for maximum buckling strength) is 21.9% of the total length from one end for a clamped-clamped column (a decrease of only 11% from the no-hinge load). For a clamped-pinned column, the optimal hinge location is 30.1% from the clamped end without any decrease in buckling load.
    publisherAmerican Society of Civil Engineers
    titleOptimum Location of an Interior Hinge on a Column
    typeJournal Paper
    journal volume113
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1987)113:1(161)
    treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 001
    contenttypeFulltext
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