A probabilistic multi-scale time dependent model for corroded structural suspension cables-Reference-Cited by-同舟云学术

A probabilistic multi-scale time dependent model for corroded structural suspension cables

Published:2006-07 Issue:3 Volume:21 Page:235-245
ISSN:0266-8920
Container-title:Probabilistic Engineering Mechanics
language:en
Short-container-title:Probabilistic Engineering Mechanics

Author:

Elachachi S.M.,Breysse D.,Yotte S.,Cremona C.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Condensed Matter Physics,Nuclear Energy and Engineering,Civil and Structural Engineering,Statistical and Nonlinear Physics

Reference29 articles.

1. Safety analysis of suspension-bridge cables: Williamsburg bridge;Matteo;ASCE J Struct Eng,1994

2. Cable safety factors for four suspension bridges;Haight;ASCE J Bridge Eng,1997

3. Probabilistic strength estimates and reliability of damaged parallel wire cables;Camo;J Bridge Eng,2003

4. Probabilistic approach for cable residual strength assessment;Crémona;Eng Struct,2003

5. Elachachi SM, Breysse D, Yotte S. Strength capacity of suspension cables. Final report, CDGA, University of Bordeaux I; 2004

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