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    Effective Length Factor for Columns in Unbraced Frames

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author:
    Lian Duan
    ,
    Wai‐Fah Chen
    DOI: 10.1061/(ASCE)0733-9445(1989)115:1(149)
    Publisher: American Society of Civil Engineers
    Abstract: The present AISC (American Institute of Steel Construction), ACI (American Concrete Institute), and CAN‐S16.1‐M84 Specifications use alignment charts conveniently to determine effective length factor for columns in both braced and unbraced frames. In this method, the effective length factor
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      Effective Length Factor for Columns in Unbraced Frames

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    contributor authorLian Duan
    contributor authorWai‐Fah Chen
    date accessioned2017-05-08T22:14:24Z
    date available2017-05-08T22:14:24Z
    date copyrightJanuary 1989
    date issued1989
    identifier other39955038.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74799
    description abstractThe present AISC (American Institute of Steel Construction), ACI (American Concrete Institute), and CAN‐S16.1‐M84 Specifications use alignment charts conveniently to determine effective length factor for columns in both braced and unbraced frames. In this method, the effective length factor
    publisherAmerican Society of Civil Engineers
    titleEffective Length Factor for Columns in Unbraced Frames
    typeJournal Paper
    journal volume115
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1989)115:1(149)
    treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 001
    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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