Uneven settlement threshold of continuous beam pier based on analytic mapping relationship-Reference-Cited by-同舟云学术

Uneven settlement threshold of continuous beam pier based on analytic mapping relationship

Published:2021-12-09 Issue: Volume: Page:1-15
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Feng Yulin¹²³,He Shuai¹³,Jiang Lizhong²^ORCID,Zhou Wangbao²,Liu Xiang⁴^ORCID

Affiliation:

1. School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, China

2. School of Civil Engineering, Central South University, Changsha, China

3. State Key Laboratory of Performance Monitoring and Protecting of Rail Transportation Infrastructures, Nanchang, China

4. School of Civil Engineering, Fujian University of Technology, Fuzhou, China

Funder

Research Project of Jiangxi Provincial Education Department

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2021.2012814

Reference39 articles.

1. Dynamic interaction between vehicle and bridge deck subjected to support settlement

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

3. Train–bridge interaction – a review and discussion of key model parameters

4. Arching mechanism of the slab joints in CRTSII slab track under high temperature conditions

5. Dynamic contact between CRTS II slab track and bridge due to time-dependent effect of bridge and its influence on train-track-bridge interaction

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