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    Stretching Span Capability of Prestressed Concrete Bridges under AASHTO LRFD

    Source: Journal of Bridge Engineering:;1996:;Volume ( 001 ):;issue: 003
    Author:
    Yohchia Chen
    ,
    Alex Aswad
    DOI: 10.1061/(ASCE)1084-0702(1996)1:3(112)
    Publisher: American Society of Civil Engineers
    Abstract: A general refined analysis procedure for predicting the vehicular live load distribution on simply supported bridge girders is described. Load and Resistance Factor Design (LRFD) distribution factor formulas for flexure are carefully reviewed for modern prestressed concrete bridges made of I-girders or spread box girders with larger span-to-depth ratios. LRFD's results are compared with those obtained from the refined analysis method. Design recommendations are offered.
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      Stretching Span Capability of Prestressed Concrete Bridges under AASHTO LRFD

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    https://yetl.yabesh.ir/yetl1/handle/yetl/50351
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    • Journal of Bridge Engineering

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    contributor authorYohchia Chen
    contributor authorAlex Aswad
    date accessioned2017-05-08T21:24:36Z
    date available2017-05-08T21:24:36Z
    date copyrightAugust 1996
    date issued1996
    identifier other%28asce%291084-0702%281996%291%3A3%28112%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50351
    description abstractA general refined analysis procedure for predicting the vehicular live load distribution on simply supported bridge girders is described. Load and Resistance Factor Design (LRFD) distribution factor formulas for flexure are carefully reviewed for modern prestressed concrete bridges made of I-girders or spread box girders with larger span-to-depth ratios. LRFD's results are compared with those obtained from the refined analysis method. Design recommendations are offered.
    publisherAmerican Society of Civil Engineers
    titleStretching Span Capability of Prestressed Concrete Bridges under AASHTO LRFD
    typeJournal Paper
    journal volume1
    journal issue3
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(1996)1:3(112)
    treeJournal of Bridge Engineering:;1996:;Volume ( 001 ):;issue: 003
    contenttypeFulltext
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