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    Experimental Evaluation of Plate-Reinforced Steel Moment-Resisting Connections

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 004
    Author:
    T. Kim
    ,
    A. S. Whittaker
    ,
    A. S. J. Gilani
    ,
    V. V. Bertero
    ,
    S. M. Takhirov
    DOI: 10.1061/(ASCE)0733-9445(2002)128:4(483)
    Publisher: American Society of Civil Engineers
    Abstract: Five cover-plate and five flange-plate single-sided steel moment-resisting beam–column assemblies were tested at full scale. Grade 50 steel was used for the
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      Experimental Evaluation of Plate-Reinforced Steel Moment-Resisting Connections

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/33811
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    • Journal of Structural Engineering

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    contributor authorT. Kim
    contributor authorA. S. Whittaker
    contributor authorA. S. J. Gilani
    contributor authorV. V. Bertero
    contributor authorS. M. Takhirov
    date accessioned2017-05-08T20:58:20Z
    date available2017-05-08T20:58:20Z
    date copyrightApril 2002
    date issued2002
    identifier other%28asce%290733-9445%282002%29128%3A4%28483%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33811
    description abstractFive cover-plate and five flange-plate single-sided steel moment-resisting beam–column assemblies were tested at full scale. Grade 50 steel was used for the
    publisherAmerican Society of Civil Engineers
    titleExperimental Evaluation of Plate-Reinforced Steel Moment-Resisting Connections
    typeJournal Paper
    journal volume128
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2002)128:4(483)
    treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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