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    Nonlinear <b><i>EI</i></b> Equation for Slender Composite Columns Bending about the Minor Axis

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author:
    Timo K. Tikka
    ,
    S. Ali Mirza
    DOI: 10.1061/(ASCE)0733-9445(2006)132:10(1590)
    Publisher: American Society of Civil Engineers
    Abstract: The moment magnifier method was introduced into design practice to eliminate the need for extensive calculations, based on the solution to a differential equation, for the second-order moments in slender columns. This method is strongly influenced by the effective flexural stiffness
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      Nonlinear <b><i>EI</i></b> Equation for Slender Composite Columns Bending about the Minor Axis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34667
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    contributor authorTimo K. Tikka
    contributor authorS. Ali Mirza
    date accessioned2017-05-08T20:59:39Z
    date available2017-05-08T20:59:39Z
    date copyrightOctober 2006
    date issued2006
    identifier other%28asce%290733-9445%282006%29132%3A10%281590%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34667
    description abstractThe moment magnifier method was introduced into design practice to eliminate the need for extensive calculations, based on the solution to a differential equation, for the second-order moments in slender columns. This method is strongly influenced by the effective flexural stiffness
    publisherAmerican Society of Civil Engineers
    titleNonlinear EI Equation for Slender Composite Columns Bending about the Minor Axis
    typeJournal Paper
    journal volume132
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2006)132:10(1590)
    treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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