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    Compression Tests of High Strength Steel Channel Columns with Interaction between Local and Distortional Buckling

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author:
    Demao Yang
    ,
    Gregory J. Hancock
    DOI: 10.1061/(ASCE)0733-9445(2004)130:12(1954)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a series of compression tests performed on lipped channel section columns fabricated from cold-reduced high strength steel of thickness
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      Compression Tests of High Strength Steel Channel Columns with Interaction between Local and Distortional Buckling

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34215
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    • Journal of Structural Engineering

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    contributor authorDemao Yang
    contributor authorGregory J. Hancock
    date accessioned2017-05-08T20:58:55Z
    date available2017-05-08T20:58:55Z
    date copyrightDecember 2004
    date issued2004
    identifier other%28asce%290733-9445%282004%29130%3A12%281954%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34215
    description abstractThis paper describes a series of compression tests performed on lipped channel section columns fabricated from cold-reduced high strength steel of thickness
    publisherAmerican Society of Civil Engineers
    titleCompression Tests of High Strength Steel Channel Columns with Interaction between Local and Distortional Buckling
    typeJournal Paper
    journal volume130
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2004)130:12(1954)
    treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 012
    contenttypeFulltext
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