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    Influence of Skew Angle on Continuous Composite Girder Bridge

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 004
    Author:
    Gholamreza Nouri
    ,
    Zahed Ahmadi
    DOI: 10.1061/(ASCE)BE.1943-5592.0000273
    Publisher: American Society of Civil Engineers
    Abstract: The design of skewed bridges is becoming more customary in the engineering community. In this paper, the effect of the skew angle on continuous composite girder bridges is presented using three-dimensional finite-element analysis. Seventy-two models of two-span bridges with various span ratios (
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      Influence of Skew Angle on Continuous Composite Girder Bridge

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    https://yetl.yabesh.ir/yetl1/handle/yetl/56815
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    contributor authorGholamreza Nouri
    contributor authorZahed Ahmadi
    date accessioned2017-05-08T21:35:15Z
    date available2017-05-08T21:35:15Z
    date copyrightJuly 2012
    date issued2012
    identifier other%28asce%29be%2E1943-5592%2E0000275.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56815
    description abstractThe design of skewed bridges is becoming more customary in the engineering community. In this paper, the effect of the skew angle on continuous composite girder bridges is presented using three-dimensional finite-element analysis. Seventy-two models of two-span bridges with various span ratios (
    publisherAmerican Society of Civil Engineers
    titleInfluence of Skew Angle on Continuous Composite Girder Bridge
    typeJournal Paper
    journal volume17
    journal issue4
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000273
    treeJournal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 004
    contenttypeFulltext
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