Study on the dynamic response correction factor of a coupled high-speed train–track–bridge system under near-fault earthquakes-Reference-Cited by-同舟云学术

Study on the dynamic response correction factor of a coupled high-speed train–track–bridge system under near-fault earthquakes

Published:2020-08-07 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:

Yu Jian¹,Jiang Lizhong¹²,Zhou Wangbao¹²^ORCID,Liu Xiang¹,Lai Zhipeng¹,Feng Yulin³

Affiliation:

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

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

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

Funder

National Natural Science Foundation of China

Hunan Innovative Provincial Construction Project

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/10.1080/15397734.2020.1803753

Reference20 articles.

1. Near-fault directivity pulse-like ground motion effect on high-speed railway bridge

2. Temperature Monitoring of High-Speed Railway Bridges in Mountainous Areas

3. Dynamic interaction of bridge-train system under non-uniform seismic ground motion

4. Vibration Analysis of Bridge Structure under Moving Train Load and Earthquake Action

5. Equivalent uniaxial accelerogram for CSS-based isolation systems assessment under two-components seismic events

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