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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VIEW THE ORIGINAL ARTICLEPublication: Journal of Bridge Engineering
Volume 12, Issue 6
1084-0702(2007)12:6(811)/asset/9db3a58d-935a-490a-9052-3a5ce7b58fd5/assets/(asce)1084-0702(2007)12:6(811).fp.png)
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References
AASHTO. AASHTO LRFD bridge design specifications.
Eurocode. (2004). prEN 1993-1-9 fatigue.
Prof. Sedlacek and Partner (PSP). (2005). Untersuchung zur nachhaltigen Instandsetzung von Orthotropen Fahrbahnplatten von Stahlbrücken unter Berücksichtigung des Belagsystems, FE 15.405/2004/CRB.
Wolchuk, R. (2001). “The use of orthotropic decks in redecking of bridges.” Eng. J.
Wolchuk, R. (2006) Orthotropic decks—Past developments and future outlook, Stahlbau.
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Published In
Journal of Bridge Engineering
Volume 12 • Issue 6 • November 2007
Pages: 811 - 812
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© 2007 ASCE.
History
Published online: Nov 1, 2007
Published in print: Nov 2007
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Roman Wolchuk, F.ASCE
P.E.
Principal, Roman Wolchuk Consulting Engineers, 26 Journal Square, Jersey City, NJ. E-mail: [email protected]
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