Numerical Simulations of Abutment PRB Structures with Post-Tensioned Unbonded Prestressing Tendons for Highway Bridges under Horizontal Seismic Loads-Reference-Cited by-同舟云学术

Numerical Simulations of Abutment PRB Structures with Post-Tensioned Unbonded Prestressing Tendons for Highway Bridges under Horizontal Seismic Loads

Published:2024-11 Issue:11 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wu Wenpeng¹,He Jialong²,Li Lifeng³,Li Huihui⁴^ORCID

Affiliation:

1. Associate Professor, College of Civil Engineering, Xiangtan Univ., Xiangtan 411105, China.

2. Graduate Student, College of Civil Engineering, Xiangtan Univ., Xiangtan 411105, China.

3. Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

4. Research Associate, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China; Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6712

Reference75 articles.

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3. Seismic Response of Bridges with Rocking Foundations Compared to Fixed-Base Bridges at a Near-Fault Site

4. Bozorgzadeh, A., S. Megally, J. I. Restrepo, and S. A. Ashford. 2004. “Seismic response and capacity evaluation of sacrificial exterior shear keys in bridge abutments.” In Proc., 13th World Conf. on Earthquake Engineering. Vancouver, BC: 13 WCEE Secretariat.

5. Capacity Evaluation of Exterior Sacrificial Shear Keys of Bridge Abutments