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Resonance in long-span railway bridges carrying TGV trains

机译:TGV列车在大跨度铁路桥梁中的共振

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This research reviews principles behind resonance in long-span railway bridges carrying TGV trains, and introduces a practical method of analysis to determine the degree of resonance and dynamic impact factor under different scenarios. The method is based on a virtual structure consisting of a bridge and a fully articulated train suspension system. The response histories of the train and bridge are computed simultaneously by directly integrating the equation of motion of the entire virtual structure. The method is applied to measure resonance in a realistic model: a 100 m beam-type railway bridge carrying a TGV train, both with appropriate physical characteristics. (C) 2015 Elsevier Ltd. All rights reserved.
机译:这项研究回顾了承载TGV列车的大跨度铁路桥梁共振背后的原理,并介绍了一种实用的分析方法来确定不同情况下的共振程度和动态影响因子。该方法基于由桥梁和完全铰接的火车悬架系统组成的虚拟结构。通过直接集成整个虚拟结构的运动方程,可以同时计算火车和桥梁的响应历史。该方法用于在真实模型中测量共振:承载TGV列车的100 m梁型铁路桥梁都具有适当的物理特性。 (C)2015 Elsevier Ltd.保留所有权利。

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