Field Investigation and Numerical Analysis of Damage to a High-pier Long-span Continuous Rigid Frame Bridge in the 2008 Wenchuan Earthquake-Reference-Cited by-同舟云学术

Field Investigation and Numerical Analysis of Damage to a High-pier Long-span Continuous Rigid Frame Bridge in the 2008 Wenchuan Earthquake

Published:2021-01-08 Issue: Volume: Page:1-17
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Zeng Xianzhi¹²,Deng Kailai²³^ORCID,Wang Yuechen²^ORCID,Yan Guihao⁴,Zhao Canhui²^ORCID

Affiliation:

1. Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, P. R. China

2. Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, P. R. China

3. Key Laboratory of High-speed Railway Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, P. R. China

4. Engineering and Technology Research Centre, CCCC Highway Consultants Co., Ltd. (HPDI), Beijing, P. R. China

Funder

Scientific Research Fund of Institute of Engineering Mechanics, China Earthquake Administration

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2020.1868361

Reference33 articles.

1. Multiflood and Multilayer Method for Scour Rate Prediction at Bridge Piers

2. Application of smart passive damping system using MR damper to highway bridge structure

3. Spatial distribution of landslides triggered by the 2008 Ms 8.0 Wenchuan earthquake, China

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