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    Statistical Study on Compression Flange Plates

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author:
    Sadao Komatsu
    ,
    Toshiyuki Kitada
    DOI: 10.1061/(ASCE)0733-9445(1983)109:2(404)
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes the reduced ultimate strength of the compression flange of plate girders containing initial deflection. The major findings are as follows: There is no interrelation between the maximum initial deflection and plate dimension such as width, thickness or width‐thickness ratio of the flange. The slenderness parameter of plate,
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      Statistical Study on Compression Flange Plates

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/28909
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    contributor authorSadao Komatsu
    contributor authorToshiyuki Kitada
    date accessioned2017-05-08T20:50:30Z
    date available2017-05-08T20:50:30Z
    date copyrightFebruary 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A2%28404%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28909
    description abstractThis paper summarizes the reduced ultimate strength of the compression flange of plate girders containing initial deflection. The major findings are as follows: There is no interrelation between the maximum initial deflection and plate dimension such as width, thickness or width‐thickness ratio of the flange. The slenderness parameter of plate,
    publisherAmerican Society of Civil Engineers
    titleStatistical Study on Compression Flange Plates
    typeJournal Paper
    journal volume109
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:2(404)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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