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    Consistent Approach to Calculating Stresses for Fatigue Design of Welded Rib-to-Web Connections in Steel Orthotropic Bridge Decks

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 005
    Author:
    Robert J. Connor
    ,
    John W. Fisher
    DOI: 10.1061/(ASCE)1084-0702(2006)11:5(517)
    Publisher: American Society of Civil Engineers
    Abstract: The current (2004) fatigue design provisions in the 3rd Ed. of the AASHTO
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      Consistent Approach to Calculating Stresses for Fatigue Design of Welded Rib-to-Web Connections in Steel Orthotropic Bridge Decks

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    https://yetl.yabesh.ir/yetl1/handle/yetl/50947
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    • Journal of Bridge Engineering

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    contributor authorRobert J. Connor
    contributor authorJohn W. Fisher
    date accessioned2017-05-08T21:25:31Z
    date available2017-05-08T21:25:31Z
    date copyrightSeptember 2006
    date issued2006
    identifier other%28asce%291084-0702%282006%2911%3A5%28517%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50947
    description abstractThe current (2004) fatigue design provisions in the 3rd Ed. of the AASHTO
    publisherAmerican Society of Civil Engineers
    titleConsistent Approach to Calculating Stresses for Fatigue Design of Welded Rib-to-Web Connections in Steel Orthotropic Bridge Decks
    typeJournal Paper
    journal volume11
    journal issue5
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2006)11:5(517)
    treeJournal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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