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    Experimental Behavior of High Strength Square Concrete-Filled Steel Tube Beam-Columns

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 003
    Author:
    Amit H. Varma
    ,
    James M. Ricles
    ,
    Richard Sause
    ,
    Le-Wu Lu
    DOI: 10.1061/(ASCE)0733-9445(2002)128:3(309)
    Publisher: American Society of Civil Engineers
    Abstract: The flexural force-deformation behavior of high strength square concrete-filled steel tube (CFT) beam-columns was experimentally investigated. The parameters in the study included the width-to-thickness
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      Experimental Behavior of High Strength Square Concrete-Filled Steel Tube Beam-Columns

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/33786
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    contributor authorAmit H. Varma
    contributor authorJames M. Ricles
    contributor authorRichard Sause
    contributor authorLe-Wu Lu
    date accessioned2017-05-08T20:58:17Z
    date available2017-05-08T20:58:17Z
    date copyrightMarch 2002
    date issued2002
    identifier other%28asce%290733-9445%282002%29128%3A3%28309%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33786
    description abstractThe flexural force-deformation behavior of high strength square concrete-filled steel tube (CFT) beam-columns was experimentally investigated. The parameters in the study included the width-to-thickness
    publisherAmerican Society of Civil Engineers
    titleExperimental Behavior of High Strength Square Concrete-Filled Steel Tube Beam-Columns
    typeJournal Paper
    journal volume128
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2002)128:3(309)
    treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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