Dynamic behavior of hybrid framed arch railway bridge under moving trains-Reference-Cited by-同舟云学术

Dynamic behavior of hybrid framed arch railway bridge under moving trains

Published:2019-04-02 Issue:8 Volume:15 Page:1015-1024
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Gou Hongye¹²,Long Hao¹,Bao Yi³,Chen Genda⁴,Pu Qianhui¹

Affiliation:

1. Department of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, China;

2. Key Laboratory of High-Speed Railway Engineering, Ministry of Education, Chengdu, Sichuan, China;

3. Department of Civil, Environmental and Ocean Engineering, Stevens Institute of Technology, Hoboken, NJ, USA;

4. Department of Civil, Architectural, and Environmental Engineering, Missouri University of Science and Technology, Rolla, MO, USA

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Science and Technology Research and Development Plan of China Railway Construction

Environmental Engineering at the Missouri University of Science and Technology

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/10.1080/15732479.2019.1594314

Reference38 articles.

1. IMPACT STUDY OF CABLE-STAYED BRIDGE UNDER RAILWAY TRAFFIC USING VARIOUS MODELS

2. Dynamic impact analysis of long span cable-stayed bridges under moving loads

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