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    Effective Length Factor for Columns in Braced Frames

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 010
    Author:
    Lian Duan
    ,
    Wai‐Fah Chen
    DOI: 10.1061/(ASCE)0733-9445(1988)114:10(2357)
    Publisher: American Society of Civil Engineers
    Abstract: The alignment chart used in the present AISC and CAN3‐M84 specifications defines the column effective length factor
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      Effective Length Factor for Columns in Braced Frames

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30231
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    contributor authorLian Duan
    contributor authorWai‐Fah Chen
    date accessioned2017-05-08T20:52:47Z
    date available2017-05-08T20:52:47Z
    date copyrightOctober 1988
    date issued1988
    identifier other%28asce%290733-9445%281988%29114%3A10%282357%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30231
    description abstractThe alignment chart used in the present AISC and CAN3‐M84 specifications defines the column effective length factor
    publisherAmerican Society of Civil Engineers
    titleEffective Length Factor for Columns in Braced Frames
    typeJournal Paper
    journal volume114
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1988)114:10(2357)
    treeJournal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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