TECHNICAL PAPERS
Feb 1, 1997

Bridge Progressive Collapse Vulnerability

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Publication: Journal of Structural Engineering
Volume 123, Issue 2

Abstract

For important structures, it is increasingly required that catastrophic failure of the entire structure be prevented. Failure of an element due to an accidental event must not result in progressive collapse of other elements or of the whole structure. Studies to comply with this requirement for a bridge of numerous spans are presented. Dynamic analyses with experimental verification show that inappropriate choice of the statical system can produce a structure vulnerable to progressive collapse. The study indicates, for the considered bridge, a load case that must be considered in the design of sections to prevent progressive collapse.

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References

1.
“Design of concrete structures.” (1994). CSA A23.3-94. Canadian Standards Association, Rexdale, Ontario, Canada, Sect. 13.11.5.
2.
Sauvageot, G.(1995). “Northumberland Strait Crossing, Canada.”Proc., 4th Int. Bridge Engrg. Conf., Transportation Research Board, National Research Council, Washington, D.C., 1, 238–248.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 123Issue 2February 1997
Pages: 227 - 231

History

Published online: Feb 1, 1997
Published in print: Feb 1997

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Authors

Affiliations

Amin Ghali, Fellow, ASCE,
Prof. of Civ. Engrg., The Univ. of Calgary, Calgary T2N 1N4, Canada.
Gamil Tadros, Member, ASCE
Tech. Dir., Strait Crossing Inc., 7th Floor, 1177-11 Ave. S.W., Calgary T2R 1K9, Canada.

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