Effects of foundation settlement on comfort of riding on high-speed train-track-bridge coupled systems-Reference-Cited by-同舟云学术

Effects of foundation settlement on comfort of riding on high-speed train-track-bridge coupled systems

Published:2020-06-29 Issue: Volume: Page:1-19
ISSN:1539-7734
Container-title:Mechanics Based Design of Structures and Machines
language:en
Short-container-title:Mechanics Based Design of Structures and Machines

Author:

Zheng Lan¹,Jiang Lizhong¹²,Feng Yulin³,Liu Xiang¹,Lai Zhipeng¹,Zhou Wangbao¹²

Affiliation:

1. School of Civil Engineering, Central South University, Changsha, P.R. China;

2. National Engineering Laboratory for High Speed Railway Construction, Changsha, P.R. China;

3. School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, P.R. China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Condensed Matter Physics,Aerospace Engineering,Automotive Engineering,General Mathematics,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15397734.2020.1784204

Reference34 articles.

1. Experimental settlement and dynamic behavior of a portion of ballasted railway track under high speed trains

2. Safety threshold of high-speed railway pier settlement based on train-track-bridge dynamic interaction

3. Study on the safe value of multi-pier settlement for simply supported girder bridges in high-speed railways

4. 高速铁路桥墩沉降与钢轨变形的映射关系(Ⅰ): 单元板式无砟轨道系统

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