Analytical Method for Overturning Limit Analysis of Single-Column Pier Bridges-Reference-Cited by-同舟云学术

Analytical Method for Overturning Limit Analysis of Single-Column Pier Bridges

Published:2017-08 Issue:4 Volume:31 Page:04017007
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Peng Weibing¹,Zhao Hang²,Dai Fei³,Taciroglu Ertugrul⁴

Affiliation:

1. Professor, College of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, China; Visiting Scholar, Univ. of California, Los Angeles, CA 90095.

2. Postgraduate Researcher, College of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, China.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, West Virginia Univ., P.O. Box 6103, Morgantown, WV 26506.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095 (corresponding author).

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.1943-5509.0000999

Reference15 articles.

1. ABAQUS version 6.10 [Computer software]. Dassault Systèmes Providence RI.

2. Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake. II: Damage Mode of Single Reinforced Concrete Piers

3. Fault Tree Analysis of Schoharie Creek Bridge Collapse

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