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    Discussion of “Consistent Approach to Calculating Stresses for Fatigue Design of Welded Rib-to-Web Connections in Steel Orthotropic Bridge Decks” by Robert J. Connor and John W. Fisher

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 006
    Author:
    Roman Wolchuk
    DOI: 10.1061/(ASCE)1084-0702(2007)12:6(811)
    Publisher: American Society of Civil Engineers
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      Discussion of “Consistent Approach to Calculating Stresses for Fatigue Design of Welded Rib-to-Web Connections in Steel Orthotropic Bridge Decks” by Robert J. Connor and John W. Fisher

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    https://yetl.yabesh.ir/yetl1/handle/yetl/51083
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    contributor authorRoman Wolchuk
    date accessioned2017-05-08T21:25:40Z
    date available2017-05-08T21:25:40Z
    date copyrightNovember 2007
    date issued2007
    identifier other%28asce%291084-0702%282007%2912%3A6%28811%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51083
    publisherAmerican Society of Civil Engineers
    titleDiscussion of “Consistent Approach to Calculating Stresses for Fatigue Design of Welded Rib-to-Web Connections in Steel Orthotropic Bridge Decks” by Robert J. Connor and John W. Fisher
    typeJournal Paper
    journal volume12
    journal issue6
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2007)12:6(811)
    treeJournal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 006
    contenttypeFulltext
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