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    Shear Resisting Mechanisms and Capacity Equations for Composite Truss Beams

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 012
    Author:
    Giorgio Monti
    ,
    Floriana Petrone
    DOI: 10.1061/(ASCE)ST.1943-541X.0001266
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the development of shear capacity equations for composite truss beams (CTBs). These equations are obtained from a purposely developed mechanics-based shear model. As opposed to commonly used approaches for the design of these structural elements, where the shear capacity is attained when the first pair of web steel bars yields, in this case the shear capacity is expressed as that causing
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      Shear Resisting Mechanisms and Capacity Equations for Composite Truss Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/82249
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    contributor authorGiorgio Monti
    contributor authorFloriana Petrone
    date accessioned2017-05-08T22:32:22Z
    date available2017-05-08T22:32:22Z
    date copyrightDecember 2015
    date issued2015
    identifier other48895174.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82249
    description abstractThis paper deals with the development of shear capacity equations for composite truss beams (CTBs). These equations are obtained from a purposely developed mechanics-based shear model. As opposed to commonly used approaches for the design of these structural elements, where the shear capacity is attained when the first pair of web steel bars yields, in this case the shear capacity is expressed as that causing
    publisherAmerican Society of Civil Engineers
    titleShear Resisting Mechanisms and Capacity Equations for Composite Truss Beams
    typeJournal Paper
    journal volume141
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001266
    treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 012
    contenttypeFulltext
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