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    Experimental Study of Thin‐Walled Steel Box Columns

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 010
    Author:
    Sing‐Ping Chiew
    ,
    Seng‐Lip Lee
    ,
    Nandivaram E. Shanmugam
    DOI: 10.1061/(ASCE)0733-9445(1987)113:10(2208)
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation of the ultimate load behavior of thin‐walled box columns is reported. Small‐scale steel box column models are subjected to concentric or eccentric compressive loading and the failure brought about by local, overall, or interaction buckling. The effects of plate width‐thickness ratio and column slenderness on the ultimate load‐carrying capacity of box columns are shown to be significant. The test results were found to agree reasonably well with the theoretical predictions.
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      Experimental Study of Thin‐Walled Steel Box Columns

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    contributor authorSing‐Ping Chiew
    contributor authorSeng‐Lip Lee
    contributor authorNandivaram E. Shanmugam
    date accessioned2017-05-08T20:52:12Z
    date available2017-05-08T20:52:12Z
    date copyrightOctober 1987
    date issued1987
    identifier other%28asce%290733-9445%281987%29113%3A10%282208%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29917
    description abstractAn experimental investigation of the ultimate load behavior of thin‐walled box columns is reported. Small‐scale steel box column models are subjected to concentric or eccentric compressive loading and the failure brought about by local, overall, or interaction buckling. The effects of plate width‐thickness ratio and column slenderness on the ultimate load‐carrying capacity of box columns are shown to be significant. The test results were found to agree reasonably well with the theoretical predictions.
    publisherAmerican Society of Civil Engineers
    titleExperimental Study of Thin‐Walled Steel Box Columns
    typeJournal Paper
    journal volume113
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1987)113:10(2208)
    treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 010
    contenttypeFulltext
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