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    Effect of Skewness on the Distribution of Live Load Reaction at Piers of Skewed Continuous Bridges

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 001
    Author:
    X. Sharon Huo
    ,
    Qinghe Zhang
    DOI: 10.1061/(ASCE)1084-0702(2008)13:1(110)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study of the skewness effect on live load reactions at the piers of continuous bridges. Two prestressed concrete I-beam bridges and one steel I-girder bridge were selected for the study. To evaluate the skew effect, the skew angle of the bridges was varied from 0 to
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      Effect of Skewness on the Distribution of Live Load Reaction at Piers of Skewed Continuous Bridges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51090
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    contributor authorX. Sharon Huo
    contributor authorQinghe Zhang
    date accessioned2017-05-08T21:25:41Z
    date available2017-05-08T21:25:41Z
    date copyrightJanuary 2008
    date issued2008
    identifier other%28asce%291084-0702%282008%2913%3A1%28110%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51090
    description abstractThis paper presents a study of the skewness effect on live load reactions at the piers of continuous bridges. Two prestressed concrete I-beam bridges and one steel I-girder bridge were selected for the study. To evaluate the skew effect, the skew angle of the bridges was varied from 0 to
    publisherAmerican Society of Civil Engineers
    titleEffect of Skewness on the Distribution of Live Load Reaction at Piers of Skewed Continuous Bridges
    typeJournal Paper
    journal volume13
    journal issue1
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2008)13:1(110)
    treeJournal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 001
    contenttypeFulltext
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