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    Inelastic Tangential Stiffness for 2‐D Frames

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 011
    Author:
    Tai‐Yan Kam
    ,
    Edwin C. Rossow
    ,
    Ross B. Corotis
    DOI: 10.1061/(ASCE)0733-9445(1983)109:11(2685)
    Publisher: American Society of Civil Engineers
    Abstract: A general instantaneous or tangential stiffness matrix for a plane frame member is presented. Expressions in the form of integral equations are developed for members having axial forces and arbitrary material properties, distributed loads and moment‐axial force‐curvature relations. The expressions are used for
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      Inelastic Tangential Stiffness for 2‐D Frames

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28866
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    contributor authorTai‐Yan Kam
    contributor authorEdwin C. Rossow
    contributor authorRoss B. Corotis
    date accessioned2017-05-08T20:50:25Z
    date available2017-05-08T20:50:25Z
    date copyrightNovember 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A11%282685%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28866
    description abstractA general instantaneous or tangential stiffness matrix for a plane frame member is presented. Expressions in the form of integral equations are developed for members having axial forces and arbitrary material properties, distributed loads and moment‐axial force‐curvature relations. The expressions are used for
    publisherAmerican Society of Civil Engineers
    titleInelastic Tangential Stiffness for 2‐D Frames
    typeJournal Paper
    journal volume109
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:11(2685)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 011
    contenttypeFulltext
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