Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part II: Bending moment acting on the pylons and stress on the stays-Reference-Cited by-同舟云学术

Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part II: Bending moment acting on the pylons and stress on the stays

Published:2010-10 Issue:10 Volume:32 Page:3301-3312
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Mozos C.M.,Aparicio A.C.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference13 articles.

1. Mozos CM, Aparicio AC. Proceedings of IABMAS conference on bridge maintenance, safety, management, life-cycle performance and cost. IABMAS; 2006.

2. Mozos CM. Theoretical and experimental study on the structural response of cable stayed bridges to a stay failure. Ph.D. thesis. Advisor: Aparicio, A.C. Spain: Universidad de Castilla-La Mancha; 2007 [in Spanish].

3. Wolff M, Starossek U. Robustness assessment of a cable-stayed bridge. In: Proceedings, 4th international conference on bridge maintenance, safety, and management. 2008.

4. Cable loss and progressive collapse in cable-stayed bridges;Wolff;Bridge Struct,2009

5. Avoiding disproportional collapse of major bridges;Starossek;Struct Eng Int,2009

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