Progressive Collapse Behavior of a Long-Span Cable-Stayed Bridge Induced by Cable Loss

Author:

Chen Qian1ORCID,Wang Hongfan2ORCID,El-Tawil Sherif3,Agrawal Anil K.4,Bhattacharya Baidurya5ORCID,Wong Waider6

Affiliation:

1. Dept. of Civil and Environmental Engineering, The City College of New York, New York, NY 10031 (corresponding author). ORCID: .

2. Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, The City College of New York, New York, NY 10031. ORCID: .

3. Antoine E. Naaman Collegiate Professor of Civil and Environmental Engineering, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48105.

4. Herbert G. Kayser Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, The City College of New York, New York, NY 10031.

5. Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur, WB 721302, India. ORCID: .

6. Engineer, Federal Highway Administration, Baltimore, MD 21201.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. AASHTO. 2020. AASHTO LRFD bridge design specifications. 9th ed. Washington, DC: American Association of State Highway and Transportation Officials.

2. Agrawal, A. K., S. El-Tawil, Q. Chen, and H. Wang. 2022, In the press. Redundancy in long span bridges for risk mitigation in a multi-hazard environment. Washington, DC: Federal Highway Administration.

3. Approximations in Progressive Collapse Modeling

4. A Study on Potential Progressive Collapse Responses of Cable-Stayed Bridges

5. Macromodel-based simulation of progressive collapse: RC frame structures;Bao Y.;J. Struct. Eng.,2008

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