Experimental and Numerical Studies on Dynamic Response of Parallel Wire Cables Subjected to Close-In Explosions-Reference-Cited by-同舟云学术

Experimental and Numerical Studies on Dynamic Response of Parallel Wire Cables Subjected to Close-In Explosions

Published:2023-03 Issue:3 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Lin Jin¹^ORCID,Zong Zhouhong²,Li Minghong³^ORCID,Gan Lu⁴,Qin Lei⁵

Affiliation:

1. Ph.D. Candidate, Engineering Research Center of Safety and Protection of Explosion & Impact of Ministry of Education, Southeast Univ., Nanjing, Jiangsu 211189, China. ORCID: .

2. Professor, Engineering Research Center of Safety and Protection of Explosion & Impact of Ministry of Education, Southeast Univ., Nanjing, Jiangsu 211189, China (corresponding author).

3. Postdoctoral Associate, Engineering Research Center of Safety and Protection of Explosion & Impact of Ministry of Education, Southeast Univ., Nanjing, Jiangsu 211189, China. ORCID: .

4. Ph.D. Candidate, Engineering Research Center of Safety and Protection of Explosion & Impact of Ministry of Education, Southeast Univ., Nanjing, Jiangsu 211189, China.

5. Engineer, Liuzhou OVM Machinery Co., Ltd., Liuzhou 545006, China.

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-6010

Reference38 articles.

1. Bojanowski, C., and M. Blacerzak. 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 GmbH.

2. Perforation resistance of five different high-strength steel plates subjected to small-arms projectiles

3. Comparison of various procedures for progressive collapse analysis of cable-stayed bridges

4. Numerical simulation of near-field explosion;Cheng D.;J. Appl. Sci. Eng.,2013

5. Progressive Collapse of a Cable Stayed Bridge

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