Behavior of a Network Tied-Arch Bridge Subjected to Sudden Hanger Loss Scenarios-Reference-Cited by-同舟云学术

Behavior of a Network Tied-Arch Bridge Subjected to Sudden Hanger Loss Scenarios

Published:2024-01 Issue:1 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Chen Qian¹^ORCID,Wang Hongfan²,El-Tawil Sherif³,Agrawal Anil K.⁴,Bhattacharya Baidurya⁵^ORCID,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.

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, West Bengal 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

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6328

Reference31 articles.

1. AASHTO. 2018. Analysis and identification of fracture critical members and system redundant members. Washington, DC: AASHTO.

2. AASHTO. 2020. AASHTO LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

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

4. Analysis of thick and thin shell structures by curved finite elements

5. Bojanowski, C., and M. Balcerzak. 2014. “Response of a large span stay cable bridge to blast loading.” In Proc., 13th Int. LS-DYNA Users Conf., 1–17. Stuttgart, Germany: DYNAmore Gmb.

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