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    Rigid Element Approach for Deriving the Geometric Stiffness of Curved Beams for Use in Buckling Analysis

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 012
    Author:
    Y. B. Yang
    ,
    S. P. Lin
    ,
    C. M. Wang
    DOI: 10.1061/(ASCE)0733-9445(2007)133:12(1762)
    Publisher: American Society of Civil Engineers
    Abstract: For a
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      Rigid Element Approach for Deriving the Geometric Stiffness of Curved Beams for Use in Buckling Analysis

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/34958
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    • Journal of Structural Engineering

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    contributor authorY. B. Yang
    contributor authorS. P. Lin
    contributor authorC. M. Wang
    date accessioned2017-05-08T21:00:06Z
    date available2017-05-08T21:00:06Z
    date copyrightDecember 2007
    date issued2007
    identifier other%28asce%290733-9445%282007%29133%3A12%281762%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34958
    description abstractFor a
    publisherAmerican Society of Civil Engineers
    titleRigid Element Approach for Deriving the Geometric Stiffness of Curved Beams for Use in Buckling Analysis
    typeJournal Paper
    journal volume133
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2007)133:12(1762)
    treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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