Impact coefficient analysis of track beams due to moving suspended monorail vehicles
Author:
Affiliation:
1. Train and Track Research Institute, State Key Laboratory of Traction Power, Southwest Jiaotong University, Chengdu, People’s Republic of China
2. Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, People’s Republic of China
Funder
National Natural Science Foundation of China
China Postdoctoral Science Foundation
Publisher
Informa UK Limited
Subject
Mechanical Engineering,Safety, Risk, Reliability and Quality,Automotive Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/00423114.2020.1828595
Reference33 articles.
1. Train–track–bridge dynamic interaction: a state-of-the-art review
2. On live load impact factors for railroad bridges
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4. A linear complementarity method for dynamic analysis of bridges under moving vehicles considering separation and surface roughness
5. Three-dimensional dynamic analysis for bridge–vehicle interaction with roadway roughness
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