TECHNICAL NOTE
Nov 1, 1994
Bridge Diaphragm Elements with Partial Warping Restraint
Publication: Journal of Structural Engineering
Volume 120, Issue 11
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References
1.
Heins, C. P. (1975). Bending and torsional design in structural members. Lexington Books, Lexington, Mass.
2.
Hsu, Y. T. (1989). “The development and behavior of Vlasov elements for the modeling of horizontally curved composite box girder bridge superstructures,” PhD dissertation, Department of Civil Engineering, University of Maryland, College Park, Md.
3.
Kennedy, J. B., Grace, N. F., and Soliman, M. (1989). “Welded‐versus bolted‐steel I‐diaphragms in composite bridges.” J. Struct. Engrg., ASCE, 115(2), 417–432.
4.
Lyse, I., and Johnston, B. G. (1935). “Structural beams in torsion.” Trans., ASCE, New York, N.Y.
5.
Vlasov, V. Z. (1961). Thin‐walled elastic bars. Israel Program for Scientific Translations, Jerusalem.
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Copyright © 1994 American Society of Civil Engineers.
History
Received: Nov 1, 1993
Published online: Nov 1, 1994
Published in print: Nov 1994
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Authors
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C. C. Fu, Member, ASCE
Co‐Dir., Bridge Engrg. Ctr., Dept. of Civ. Engrg., Univ. of Maryland, College Park, MD 20742
Yao T. Hsu, Member, ASCE
Assoc. Prof., Feng‐Chia Univ., Taiwan, R.O.C.
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