Study of Bridge Piers Lateral Stiffness in Railway Vehicle-Bridge System

Abstract:

With the high-speed railway construction, studying of the vehicle-bridge vibration system increasingly important. This article established a range of high-speed trains linear model and standard high-speed railway 32 m span bridge model then a combination of both established based on ANSYS vehicle-bridge finite element model. Followed based on ANSYS high-speed train-bridge Coupled Vibration Simulation Analysis System. Analysis of a variety mound lateral stiffness, According to the analysis results of the piers of the basic principles. The bridge has been established based on the finite element model. Respectively, from the height of piers and pier-shaped two aspects to computational analysis the piers for bridge Coupled Vibration of Dynamic Response of Bridges. Provide a reference for the design of high-speed railway.

• Periodical: Advanced Materials Research (Volumes 1025-1026)
• Pages: 868-871
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.1025-1026.868
• Online since: September 2014
• Authors: Jia Yu Yuan*, Zhi Ping Zeng, Can Liu, Xian Feng He, Kun Teng Zhu
• Keywords: Dynamic Response, Lateral Vibration, Vehicle-Bridge System

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