Modified Method for Accurate Evaluation of Overturning Limit on Restrainer-Reinforced Single-Column Pier Bridges

Author:

Peng Weibing1ORCID,Zhu Zhixiang2,Li Cuihua3,Shen Zenan4,Taciroglu Ertugrul5

Affiliation:

1. Professor, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, China (corresponding author). ORCID: .

2. Ph.D. Candidate, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, China.

3. Assistant Professor, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, China.

4. Master’s Student, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, China.

5. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095.

Publisher

American Society of Civil Engineers (ASCE)

Reference28 articles.

1. AASHTO (American Association of State Highway and Transportation Officials). 2020. AASHTO LRFD bridge calculation specifications. Washington, DC: AASHTO.

2. Comparison between Shape Memory Alloy Seismic Restrainers and Other Bridge Retrofit Devices

3. CCTV (China Central Television). 2021a. A Viaduct overturns in Ezhou, Hubei: The design load for the Viaductv is classified as highway class I. Beijing: CCTV.

4. CCTV (China Central Television). 2021b. A Viaduct overturns in Ezhou, Hubei: Three trucks moving in the same direction. Beijing: CCTV.

5. CEN (European Committee for Standardization). 2005. Calculation of concrete structures—Part 2: Concrete bridges—Calculation and detailing rules. Eurocode 2. Belgium: CEN.

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