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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

dc.contributor.authorSante Camo
dc.date.accessioned2017-05-08T21:25:41Z
dc.date.available2017-05-08T21:25:41Z
dc.date.copyrightNovember 2007
dc.date.issued2007
dc.identifier.other%28asce%291084-0702%282007%2912%3A6%28812%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/51084
dc.publisherAmerican Society of Civil Engineers
dc.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
dc.typeJournal Paper
dc.journal.volume12
dc.journal.issue6
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)1084-0702(2007)12:6(812)
dc.treeJournal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 006
dc.contenttypeFulltext


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