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    New Approach for Seismic Nonlinear Analysis of Inelastic Framed Structures

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 009
    Author:
    Dianfeng Zhao
    ,
    Kevin K. Wong
    DOI: 10.1061/(ASCE)0733-9399(2006)132:9(959)
    Publisher: American Society of Civil Engineers
    Abstract: A novel approach for seismic nonlinear analysis of inelastic framed structures is presented in this paper. The nonlinear analysis refers to the evaluation of structural response considering
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      New Approach for Seismic Nonlinear Analysis of Inelastic Framed Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86311
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    contributor authorDianfeng Zhao
    contributor authorKevin K. Wong
    date accessioned2017-05-08T22:40:59Z
    date available2017-05-08T22:40:59Z
    date copyrightSeptember 2006
    date issued2006
    identifier other%28asce%290733-9399%282006%29132%3A9%28959%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86311
    description abstractA novel approach for seismic nonlinear analysis of inelastic framed structures is presented in this paper. The nonlinear analysis refers to the evaluation of structural response considering
    publisherAmerican Society of Civil Engineers
    titleNew Approach for Seismic Nonlinear Analysis of Inelastic Framed Structures
    typeJournal Paper
    journal volume132
    journal issue9
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2006)132:9(959)
    treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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