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    Analysis and Design of Noncompact and Slender CFT Beam-Columns

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author:
    Zhichao Lai
    ,
    Amit H. Varma
    ,
    Lawrence G. Griffis
    DOI: 10.1061/(ASCE)ST.1943-541X.0001349
    Publisher: American Society of Civil Engineers
    Abstract: Concrete-filled steel tube (CFT) beam-columns are categorized as compact, noncompact, or slender depending on the governing slenderness ratio (width-to-thickness
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      Analysis and Design of Noncompact and Slender CFT Beam-Columns

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81114
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    contributor authorZhichao Lai
    contributor authorAmit H. Varma
    contributor authorLawrence G. Griffis
    date accessioned2017-05-08T22:28:09Z
    date available2017-05-08T22:28:09Z
    date copyrightJanuary 2016
    date issued2016
    identifier other45886164.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81114
    description abstractConcrete-filled steel tube (CFT) beam-columns are categorized as compact, noncompact, or slender depending on the governing slenderness ratio (width-to-thickness
    publisherAmerican Society of Civil Engineers
    titleAnalysis and Design of Noncompact and Slender CFT Beam-Columns
    typeJournal Paper
    journal volume142
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001349
    treeJournal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 001
    contenttypeFulltext
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