Numeric Study on the Critical Angle of Seismic Incidence for High-Speed Railway Bridges with Round-Ended Piers Based on the Fragility Method-Reference-Cited by-同舟云学术

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Numeric Study on the Critical Angle of Seismic Incidence for High-Speed Railway Bridges with Round-Ended Piers Based on the Fragility Method

Published:2023-06-19 Issue:4 Volume:33 Page:699-707
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Shen Huijun¹,Zheng Hehui²,Zhang Feng³,Chen Linsong³

Affiliation:

1. CCCC Second Harbour Engineering Co., Ltd., Wuhan, China; Key Laboratory of Large-Span Bridge Construction Technology, Wuhan, China

2. CCCC Second Harbour Engineering Co., Ltd., Wuhan, China; Key Laboratory of Large-Span Bridge Construction Technology, Wuhan, China; CCCC Highway Bridge National Engineering Research Centre Co. Ltd, Wuhan, China

3. CCCC Second Harbour Engineering Co., Ltd., Wuhan, China. Contact: Huijun Shen:

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10168664.2023.2215245

Reference49 articles.

1. Characteristics of 3-dimensional earthquake ground motions

2. Response Sensitivity of Highway Bridges to Randomly Oriented Multi-Component Earthquake Excitation

3. A Clarification of the Orthogonal Effects in a Three-Dimensional Seismic Analysis

4. Fragility of skewed bridges under orthogonal seismic ground motions

5. Evaluation of combination rules for maximum response calculation in multicomponent seismic analysis

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