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    Research on Transverse Load Distribution Factors for Jointless Bridges

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2008:;Volume ( 003 ):;issue: 001
    Author:
    Peng Da-wen
    ,
    Chen Chao-wei
    ,
    Lin Zhi-ping
    ,
    Li Xiu-fang
    DOI: 10.1061/JHTRCQ.0000222
    Publisher: American Society of Civil Engineers
    Abstract: The FEM of the jointless bridge were established with the program ANSYS considering the soil-structure interaction. The pattern of different loads influencing on the transverse load distribution of the middle section and the change of transverse load distribution factors along longitudinal direction were studied. Different transverse load distribution factors were compared with the simple beam bridge, and the influence of structure parameters was analyzed. The practical tables calculating transverse load distribution factors were provided and validated by the example. The researching results indicate that, transverse load distribution factors can be studied by the transverse distribution influence line of the deflection with the loading format of the single concentrated load adopted for jointless bridge, the transverse load distribution factors of the middle section can be adopted as the one of the all span, that the transverse load distribution factors of the side beam of the jointless bridge is less than the one of the simple beam bridge, but the factors of middle of two bridges are very closely, and the practical tables are correct for calculating transverse load distribution factors.
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      Research on Transverse Load Distribution Factors for Jointless Bridges

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/70781
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    • Journal of Highway and Transportation Research and Development (English Edition)

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    contributor authorPeng Da-wen
    contributor authorChen Chao-wei
    contributor authorLin Zhi-ping
    contributor authorLi Xiu-fang
    date accessioned2017-05-08T22:04:59Z
    date available2017-05-08T22:04:59Z
    date copyrightJuly 2008
    date issued2008
    identifier otherjhtrcq%2E0000222.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70781
    description abstractThe FEM of the jointless bridge were established with the program ANSYS considering the soil-structure interaction. The pattern of different loads influencing on the transverse load distribution of the middle section and the change of transverse load distribution factors along longitudinal direction were studied. Different transverse load distribution factors were compared with the simple beam bridge, and the influence of structure parameters was analyzed. The practical tables calculating transverse load distribution factors were provided and validated by the example. The researching results indicate that, transverse load distribution factors can be studied by the transverse distribution influence line of the deflection with the loading format of the single concentrated load adopted for jointless bridge, the transverse load distribution factors of the middle section can be adopted as the one of the all span, that the transverse load distribution factors of the side beam of the jointless bridge is less than the one of the simple beam bridge, but the factors of middle of two bridges are very closely, and the practical tables are correct for calculating transverse load distribution factors.
    publisherAmerican Society of Civil Engineers
    titleResearch on Transverse Load Distribution Factors for Jointless Bridges
    typeJournal Paper
    journal volume3
    journal issue1
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000222
    treeJournal of Highway and Transportation Research and Development (English Edition):;2008:;Volume ( 003 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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