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    Slender Steel Columns Strengthened Using High-Modulus CFRP Plates for Buckling Control

    Source: Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 001
    Author:
    Amr Shaat
    ,
    Amir Z. Fam
    DOI: 10.1061/(ASCE)1090-0268(2009)13:1(2)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental investigation into the behavior of slender steel columns strengthened using high-modulus
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      Slender Steel Columns Strengthened Using High-Modulus CFRP Plates for Buckling Control

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54572
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    contributor authorAmr Shaat
    contributor authorAmir Z. Fam
    date accessioned2017-05-08T21:31:10Z
    date available2017-05-08T21:31:10Z
    date copyrightFebruary 2009
    date issued2009
    identifier other%28asce%291090-0268%282009%2913%3A1%282%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54572
    description abstractThis paper presents the results of an experimental investigation into the behavior of slender steel columns strengthened using high-modulus
    publisherAmerican Society of Civil Engineers
    titleSlender Steel Columns Strengthened Using High-Modulus CFRP Plates for Buckling Control
    typeJournal Paper
    journal volume13
    journal issue1
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2009)13:1(2)
    treeJournal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 001
    contenttypeFulltext
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