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    Nonlinear Equation for Flexural Stiffness of Slender Composite Columns in Major Axis Bending

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author:
    Timo K. Tikka
    ,
    S. Ali Mirza
    DOI: 10.1061/(ASCE)0733-9445(2006)132:3(387)
    Publisher: American Society of Civil Engineers
    Abstract: The ACI standard 318-02 permits the use of a moment magnifier approach for the design of slender composite steel-concrete columns. This approach is strongly influenced by the effective flexural stiffness
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      Nonlinear Equation for Flexural Stiffness of Slender Composite Columns in Major Axis Bending

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34750
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    contributor authorTimo K. Tikka
    contributor authorS. Ali Mirza
    date accessioned2017-05-08T20:59:45Z
    date available2017-05-08T20:59:45Z
    date copyrightMarch 2006
    date issued2006
    identifier other%28asce%290733-9445%282006%29132%3A3%28387%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34750
    description abstractThe ACI standard 318-02 permits the use of a moment magnifier approach for the design of slender composite steel-concrete columns. This approach is strongly influenced by the effective flexural stiffness
    publisherAmerican Society of Civil Engineers
    titleNonlinear Equation for Flexural Stiffness of Slender Composite Columns in Major Axis Bending
    typeJournal Paper
    journal volume132
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2006)132:3(387)
    treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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