DISCUSSIONS AND CLOSURES
May 1, 1998
DISCUSSION: Shear and Reaction Distributions in Continuous Skew Composite Bridges
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Bridge Engineering
Volume 3, Issue 2
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References
1.
AUSTROADS bridge design code. (1992). AUSTROADS, Sydney, Australia.
2.
Golley, B. W., Jovanovic, M. P., and Bylo, R. J. (1994). “The cause and repair of the partial failure of a skew prestressed concrete bridge.”Proc. Australasian Structural Engineering Conference, Sydney, Australia, 859–862.
3.
LUSAS user manual. (1994). FEA Ltd., Surrey, U.K.
Information & Authors
Information
Published In
Journal of Bridge Engineering
Volume 3 • Issue 2 • May 1998
Pages: 91 - 92
Copyright
Copyright © 1998 American Society of Civil Engineers.
History
Published online: May 1, 1998
Published in print: May 1998
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Authors
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Bruce W. Golley
Sr. Lect., School of Civ. Engrg., University College, Australian Defence Force Academy, Canberra ACT 2600, Australia.
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