Simulation of train–bridge interaction under wind loads: a rigid-flexible coupling approach-Reference-Cited by-同舟云学术

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Simulation of train–bridge interaction under wind loads: a rigid-flexible coupling approach

Published:2017-12-13 Issue:3 Volume:6 Page:163-182
ISSN:2324-8378
Container-title:International Journal of Rail Transportation
language:en
Short-container-title:International Journal of Rail Transportation

Author:

He Xuhui¹²,Gai Yongbin¹³,Wu Teng¹⁴

Affiliation:

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

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

3. Hunan Provincial Communications Planning, Survey & Design Institute Co., Ltd., Changsha, China

4. Department of Civil, Structure and Environmental Engineering, University at Buffalo, Buffalo, NY, USA

Funder

National Natural Science Foundation of China

National Key R&D Program of China

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Transportation,Automotive Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/23248378.2017.1415170

Reference31 articles.

1. A rough assessment of railway bridges for high speed trains

2. Resonance characteristics of high-speed trains passing simply supported bridges

3. Dynamic response analysis of suspended beams subjected to moving vehicles and multiple support excitations

4. Vertical accelerations of simple beams due to successive loads traveling at resonant speeds

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4. Study on the aerodynamic performances and the operational safety of the vehicle-bridge system under the crosswind;Mechanics Based Design of Structures and Machines;2024-02-15

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