Safety Assessment Using Imprecise Reliability for Corrosion-Damaged Structures-Reference-Cited by-同舟云学术

Safety Assessment Using Imprecise Reliability for Corrosion-Damaged Structures

Published:2009-05 Issue:4 Volume:24 Page:293-301
ISSN:1093-9687
Container-title:Computer-Aided Civil and Infrastructure Engineering
language:en
Short-container-title:

Author:

Choi Hyun-Ho,Seo Jongwon

Publisher

Wiley

Subject

Computational Theory and Mathematics,Computer Graphics and Computer-Aided Design,Computer Science Applications,Civil and Structural Engineering

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1111/j.1467-8667.2009.00597.x/fullpdf

Reference15 articles.

1. Fully nonlinear analysis of composite girder cable-stayed bridges;Adeli;Computers and Structures,1995

2. Evaluation of system-reliability methods for cable-stayed bridge design;Bruneau;Journal of Structural Engineering, ASCE,1992

3. Cho, H. N. & Ang, A. H.-S. (1989), Reliability assessment and reliability-based rating of existing road bridges, in Proceedings of the 5th International Conference on Structural Safety and Reliability (ICOSSAR '89), San Francisco, CA, pp. 2235-38.

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