Non-linear vehicle-bridge-wind interaction model for running safety assessment of high-speed trains over a high-pier viaduct

Author:

Olmos José M.,Astiz Miguel Á.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Acoustics and Ultrasonics,Condensed Matter Physics

Reference42 articles.

1. Dynamic analysis of a train-bridge system under wind action;Xia;Comput. Struct.,2008

2. Dynamic responses of a railway bridge underhigh-speed trains subjected to turbulent winds;Guo,2011

3. Lateral Dynamic Effects in Vehicles and Railway Bridges Subject to the Action of Cross Winds;Antolín,2013

4. Analysis of the lateral dynamic response of high pier viaducts under high-speed train travel;Olmos;Eng. Struct.,2013

5. Vehicle-bridge interaction analysis of heavy load railway;Zhang,2010

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