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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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%28asce%291084-0702%282006%2911%3A5%28517%29.pdf (433.5Kb)
Date
2006
Author
Robert J. Connor
John W. Fisher
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Abstract
The current (2004) fatigue design provisions in the 3rd Ed. of the AASHTO
URI
http://yetl.yabesh.ir/yetl/handle/yetl/50947
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