Closure to “Steel Girder Stability during Bridge Erection: AASHTO LRFD Check on L/b Ratios” by John S. Hastings, Qiuhong Zhao, and Edwin G. Burdette
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VIEW THE ORIGINAL ARTICLEAuthors: John S. Hastings [email protected], Qiuhong Zhao, M.ASCE [email protected], and Edwin G. Burdette, F.ASCE [email protected]Author Affiliations
Publication: Journal of Bridge Engineering
Volume 17, Issue 1
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References
Dux, P. F., and Kitipornchai, S. (1990). “Buckling of suspended I-beams.” J. Struct. Eng., 116(7), 1877–1891.
Essa, H. S., and Kennedy, D. J. L. (1993). “Distorsional buckling of steel beams.” Structural Engineering Rep. No. 185, Dept. of Civil Engineering, Univ. of Alberta, Edmonton, Alberta, Canada.
Ziemian, R. D. (2010). “Beams.” Chapter 5, Guide to stability design criteria for metal structures, 6th Ed., Wiley, Chichester, U.K.
Information & Authors
Information
Published In
Journal of Bridge Engineering
Volume 17 • Issue 1 • January 2012
Pages: 184 - 185
Copyright
© 2012 American Society of Civil Engineers.
History
Received: Apr 6, 2011
Accepted: Apr 15, 2011
Published online: Dec 15, 2011
Published in print: Jan 1, 2012
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Authors
Affiliations
P.E.
Civil Engineer Manager I, Tennessee Dept. of Transportation, Ste. 1100, James K. Polk Building, Nashville, TN 37243-0349. E-mail: [email protected]
P.E.
Assistant Professor, Dept. of Civil and Environmental Engineering, 109A Perkins Hall, Univ. of Tennessee, Knoxville, TN 37996-2010 (corresponding author). E-mail: [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, 115 Perkins Hall, Univ. of Tennessee, Knoxville, TN 37996-2010. E-mail: [email protected]
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