Dynamic Responses of Ballastless High-Speed Railway Due to Train Passage With Excitation of Uneven Trackbed Settlement
Author:
Affiliation:
1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China
2. Qiantang District Housing and Urban-Rural Development Bureau, Hangzhou, China
Funder
National Natural Science Foundation of China
National Key Research and Development Program
Publisher
Institute of Electrical and Electronics Engineers (IEEE)
Subject
Computer Science Applications,Mechanical Engineering,Automotive Engineering
Link
http://xplorestaging.ieee.org/ielx7/6979/9942712/09750977.pdf?arnumber=9750977
Reference22 articles.
1. Dynamic behaviour of the track in transitions zones considering the differential settlement
2. A mechanical model of vehicle-slab track coupled system with differential subgrade settlement;guo;Struct Eng Mech,2018
3. Dynamic analysis of key design parameters for ballastless track of high-speed railway;cai;J Southwest Jiaotong Univ,2010
4. The effect of differential settlements on the dynamic response of the train–track system: A numerical study
5. An investigation of subgrade differential settlement on the dynamic response of the vehicle–track system
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2. Effects of Uneven Subgrade Settlement on the Dynamics of Train-CRTS III Slab Track Nonlinear Coupling System;International Journal of Structural Stability and Dynamics;2024-07-25
3. Numerical and experimental study of new fully prefabricated ballastless track;Engineering Structures;2024-07
4. A Georeferenced Dataset for Mapping and Assessing Subgrade Defects in China’s High-Speed Railways;Scientific Data;2024-03-14
5. The Influence of Stiffness Adjustment of Foundation Based on FEA on Un-Even Settlement;IEEE Access;2024
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