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    Load Rating of Masonry Arch Bridges: Refinements

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 003
    Author:
    Thomas E. Boothby
    ,
    Paul J. Fanning
    DOI: 10.1061/(ASCE)1084-0702(2004)9:3(304)
    Publisher: American Society of Civil Engineers
    Abstract: In a paper previously published by the first writer, a procedure for load-rating masonry arch bridges was introduced. The procedure uses the Load Factor Method of the 1994 American Association of State Highway and Transportation Officials
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      Load Rating of Masonry Arch Bridges: Refinements

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/50747
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    • Journal of Bridge Engineering

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    contributor authorThomas E. Boothby
    contributor authorPaul J. Fanning
    date accessioned2017-05-08T21:25:11Z
    date available2017-05-08T21:25:11Z
    date copyrightMay 2004
    date issued2004
    identifier other%28asce%291084-0702%282004%299%3A3%28304%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50747
    description abstractIn a paper previously published by the first writer, a procedure for load-rating masonry arch bridges was introduced. The procedure uses the Load Factor Method of the 1994 American Association of State Highway and Transportation Officials
    publisherAmerican Society of Civil Engineers
    titleLoad Rating of Masonry Arch Bridges: Refinements
    typeJournal Paper
    journal volume9
    journal issue3
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2004)9:3(304)
    treeJournal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 003
    contenttypeFulltext
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