Static Shear Performance and Residual Axial Capacity of Rectangular RC Bridge Piers under Near-Ground Lateral Loads-Reference-Cited by-同舟云学术

Static Shear Performance and Residual Axial Capacity of Rectangular RC Bridge Piers under Near-Ground Lateral Loads

Published:2021-12 Issue:12 Volume:147 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Peng Ting¹,Chen Lin²^ORCID,Liu Tao³,Demartino Cristoforo⁴,Xu Jinjun⁵

Affiliation:

1. Graduate Student, School of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan 411201, China.

2. Associate Professor, School of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan 411201, China (corresponding author). ORCID: .

3. Lecturer, School of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan 411201, China.

4. Assistant Professor, Dept. of Energy, Environment, and Infrastructure Sciences, Zhejiang Univ.-Univ. of Illinois at Urbana-Champaign Institute, Haining 314400, China; Adjunct Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

5. Associate Professor, College of Civil Engineering, Nanjing Tech Univ., Nanjing 211816, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003206

Reference25 articles.

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2. Performance-based design of bridge piers under vehicle collision

3. Degradation of shear strength of reinforced concrete members with inelastic cyclic displacements;Biskinis D. E.;ACI Struct. J.,2004

4. Performance-Based Design Framework for Bridge Piers Subjected to Truck Collision

5. Behavior and Design of Bridge Piers Subjected to Heavy Truck Collision

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