Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges-Reference-Cited by-同舟云学术

Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges

Published:2024-01 Issue:1 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Ming¹,He Haonan¹,Li Xiaozhen²,Ma Cunming³,Ren Wanmin⁴,Zhou Qiang⁵^ORCID

Affiliation:

1. Dept. of Bridge Engineering, Southwest Jiaotong Univ., 610031 Chengdu, Sichuan, China.

2. Dept. of Bridge Engineering, Southwest Jiaotong Univ., 610031 Chengdu, Sichuan, China (corresponding author).

3. Research Center for Wind Engineering, Southwest Jiaotong Univ., 610031 Chengdu, Sichuan, China.

4. China Railway Eryuan Engineering Group Co. Ltd., 610031 Chengdu, Sichuan, China.

5. Research Center for Wind Engineering, Southwest Jiaotong Univ., 610031 Chengdu, Sichuan, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6118

Reference47 articles.

1. Characterisation of cross-flow above a railway bridge equipped with solid windbreaks

2. A framework for the consideration of the effects of crosswinds on trains

3. Influence of train roof boundary layer on the pantograph aerodynamic uplift: A proposal for a simplified evaluation method;Brambilla E.;J. Wind Eng. Ind. Aerodyn.,2022

4. CEN (European Committee for Standardization). 2018. Railway applications–Aerodynamics–Part 6: Requirements and test procedures for cross wind assessment. EN14067-6. Brussels, Belgium: CEN.

5. Proper Orthogonal Decomposition-Based Modeling, Analysis, and Simulation of Dynamic Wind Load Effects on Structures