Interaction between continuous welded rail and long-span steel truss arch bridge of a high-speed railway under seismic action-Reference-Cited by-同舟云学术

Interaction between continuous welded rail and long-span steel truss arch bridge of a high-speed railway under seismic action

Published:2017-10-25 Issue:8 Volume:14 Page:1051-1064
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Liu Wenshuo¹²^ORCID,Dai Gonglian¹²,Yu Zhiwu¹²,Chen Y. Frank¹³,He Xuhui¹²

Affiliation:

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

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

3. Department of Civil Engineering, Pennsylvania State University, Middletown, PA, USA

Funder

China Postdoctoral Science Foundation

National Natural Science Foundation of China

Project of Science and Technology Research and Development Program of China Railway Corporation

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/10.1080/15732479.2017.1386690

Reference31 articles.

1. Classical Normal Modes in Damped Linear Dynamic Systems

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