Discussion of “Warping Stresses in Curved Box Girder Bridges: Case Study” by Ayman M. Okeil and Sherif El-Tawil
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Bridge Engineering
Volume 10, Issue 6
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References
AASHTO. (2003). Guide specifications for horizontally curved highway bridges, AASHTO, Washington, D.C.
Huang, D. Z. (2001). “Dynamic analysis of steel curved box girder bridges.” J. Bridge Eng., 6(6), 506–513.
Huang, D. Z., and Ansley, M. (2002). “Arlington bridge field test and rating.” Research Rep. No. SRC-H001–02, Structural Research Center, Florida Department of Transportation, Tallahassee, Fla.
Huang, D. Z., and Wang, T. L. (1998). “Vibration of horizontally curved box girder bridges due to vehicles.” J. Comput. Struct., 68, 513–528.
Huang, D. Z., Ansley, M., and Roufa, G. (2004). “Veteran’s Memorial Bridge field test and rating.” Research Rep. No. SRC-H001–04, Structural Research Center, Florida Department of Transportation, Tallahassee, Fla.
Huang, D. Z., Wang, T. L., and Shahaway, M. (1995). “Vibration of thin-walled box-girder bridges excited by vehicles.” J. Struct. Eng., 121(9), 1330–1337.
Wright, R. N., Abdel-Samad, S. R., and Robinson, A. R. (1968). “BEF analysis of box girders.” J. Struct. Div. ASCE, 94(7), 1719–1743.
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Published In
Journal of Bridge Engineering
Volume 10 • Issue 6 • November 2005
Pages: 758
Copyright
© 2005 ASCE.
History
Published online: Nov 1, 2005
Published in print: Nov 2005
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Note. Associate Editor:
Authors
Affiliations
Dongzhou Huang
Sr. Structures Engineer, PBS&J, Inc., 5300 W. Cypress St., Suite 300, Tampa, FL 33607; formerly, Sr. Research Scientist, Structural Research Ctr., Florida Dept. of Transportation, 2007 E. Pual Dirac Dr., Tallahassee, FL 32310.
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