Progressive-Collapse Simulation and Critical Region Identification of a Stone Arch Bridge-Reference-Cited by-同舟云学术

Progressive-Collapse Simulation and Critical Region Identification of a Stone Arch Bridge

Published:2013-02 Issue:1 Volume:27 Page:43-52
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Xu Zhen¹,Lu Xinzheng²,Guan Hong³,Lu Xiao¹,Ren Aizhu⁴

Affiliation:

1. Doctoral Candidate, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

2. Associate Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

3. Associate Professor, Griffith School of Engineering, Griffith Univ. Gold Coast Campus, Queensland 4222, Australia.

4. Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000329

Reference54 articles.

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2. Baylot J. T. (1997). “Numerical simulation of alternate scenario for Khobar Towers.” Proc. 68th Shock and Vibration Symp. (Limited Distribution) U.S. Army Aberdeen Test Center Aberdeen Proving Ground MD.

3. Collapse of Steel Bridges

4. Collapse analysis of masonry bridges taking into account arch–fill interaction

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