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    Effective Length Factor of Columns in Semirigid and Unbraced Frames

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author:
    N. Kishi
    ,
    W. F. Chen
    ,
    Y. Goto
    DOI: 10.1061/(ASCE)0733-9445(1997)123:3(313)
    Publisher: American Society of Civil Engineers
    Abstract: In current engineering practice, to evaluate the stability of columns in frames with rigid and semirigid connections, one must estimate the effective length factor (
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      Effective Length Factor of Columns in Semirigid and Unbraced Frames

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    contributor authorN. Kishi
    contributor authorW. F. Chen
    contributor authorY. Goto
    date accessioned2017-05-08T20:56:39Z
    date available2017-05-08T20:56:39Z
    date copyrightMarch 1997
    date issued1997
    identifier other%28asce%290733-9445%281997%29123%3A3%28313%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32682
    description abstractIn current engineering practice, to evaluate the stability of columns in frames with rigid and semirigid connections, one must estimate the effective length factor (
    publisherAmerican Society of Civil Engineers
    titleEffective Length Factor of Columns in Semirigid and Unbraced Frames
    typeJournal Paper
    journal volume123
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1997)123:3(313)
    treeJournal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 003
    contenttypeFulltext
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