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    Experimental Performance of Seismic Steel Beam-Column Moment Joints

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 006
    Author:
    K. C. Tsai
    ,
    Shun Wu
    ,
    Egor P. Popov
    DOI: 10.1061/(ASCE)0733-9445(1995)121:6(925)
    Publisher: American Society of Civil Engineers
    Abstract: The performance of 10 seismic beam-to–wide-flange-column moment-connection specimens using bolted-web–welded-flange (BWWF) details is critically assessed. Key parameters include beam-flange–to–entire-beam-section plastic modulus ratio,
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      Experimental Performance of Seismic Steel Beam-Column Moment Joints

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/32257
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    • Journal of Structural Engineering

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    contributor authorK. C. Tsai
    contributor authorShun Wu
    contributor authorEgor P. Popov
    date accessioned2017-05-08T20:55:57Z
    date available2017-05-08T20:55:57Z
    date copyrightJune 1995
    date issued1995
    identifier other%28asce%290733-9445%281995%29121%3A6%28925%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32257
    description abstractThe performance of 10 seismic beam-to–wide-flange-column moment-connection specimens using bolted-web–welded-flange (BWWF) details is critically assessed. Key parameters include beam-flange–to–entire-beam-section plastic modulus ratio,
    publisherAmerican Society of Civil Engineers
    titleExperimental Performance of Seismic Steel Beam-Column Moment Joints
    typeJournal Paper
    journal volume121
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1995)121:6(925)
    treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 006
    contenttypeFulltext
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