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    Investigation of Cold Rolled Steel Gusset Plates under Cycling Load When Varying the Unsupported Length–Thickness Ratio

    Source: Practice Periodical on Structural Design and Construction:;2012:;Volume ( 017 ):;issue: 002
    Author:
    Carlos Castelblanco
    ,
    Nicolás Uribe
    ,
    Daniel Ruiz
    ,
    Federico Núñez M.
    DOI: 10.1061/(ASCE)SC.1943-5576.0000104
    Publisher: American Society of Civil Engineers
    Abstract: This article is an investigation of buckling of cold-rolled gusset plates subjected to cyclic axial load for various unsupported length-to-thickness ratios (
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      Investigation of Cold Rolled Steel Gusset Plates under Cycling Load When Varying the Unsupported Length–Thickness Ratio

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67793
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    contributor authorCarlos Castelblanco
    contributor authorNicolás Uribe
    contributor authorDaniel Ruiz
    contributor authorFederico Núñez M.
    date accessioned2017-05-08T21:58:20Z
    date available2017-05-08T21:58:20Z
    date copyrightMay 2012
    date issued2012
    identifier other%28asce%29sc%2E1943-5576%2E0000148.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67793
    description abstractThis article is an investigation of buckling of cold-rolled gusset plates subjected to cyclic axial load for various unsupported length-to-thickness ratios (
    publisherAmerican Society of Civil Engineers
    titleInvestigation of Cold Rolled Steel Gusset Plates under Cycling Load When Varying the Unsupported Length–Thickness Ratio
    typeJournal Paper
    journal volume17
    journal issue2
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000104
    treePractice Periodical on Structural Design and Construction:;2012:;Volume ( 017 ):;issue: 002
    contenttypeFulltext
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