A forensic investigation of the Xiaoshan ramp bridge collapse-Reference-Cited by-同舟云学术

A forensic investigation of the Xiaoshan ramp bridge collapse

Published:2020-12 Issue: Volume:224 Page:111203
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Peng Weibing,Tang Zhiwen,Wang Dongze,Cao Xinjian,Dai Fei,Taciroglu Ertugrul

Funder

Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

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2. Fault-tree model for risk assessment of bridge failure: case study for segmental box girder bridges;Davis-McDaniel;ASCE J Infrastruct Syst,2013

3. Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake. I: Residual Inclination of Reinforced Concrete Piers;Fujino;ASCE J Bridge Eng,2005

4. Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake III: Three-Span Continuous Girder Bridges;Hashimoto;J Bridge Eng,2005

5. Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake. II: Damage Mode of Single Reinforced Concrete Piers;Hashimoto;ASCE J Bridge Eng,2005

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