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EXPERIMENTAL AND NUMERICAL MODAL ANALYSIS OF A CONCRETE HIGH SPEED TRAIN RAILWAY BRIDGE

机译:混凝土高速火车铁路桥的实验与数值模态分析

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Train induced vibrations are a major environmental concern both in Europe and China. Besides the effect of vibrations due to passenger and freight trains and subways at relatively low speed, the study of the vibrational impact of high speed trains is of high interest. In Belgium, for example, new high speed train lines connect Brussels with Paris and London, while extensions to Amsterdam and Cologne are presently under construction. In China, this problem will become equally important in the near future, as a high speed train connection is planned between Beijing and Shanghai. The partners in this research project are involved in the development of numerical models to predict traffic induced vibrations. The development, validation and practical use of these models rely on in situ vibration measurements. A preliminary measurement campaign was undertaken on a high speed train bridge, with sensors on the bridge as well as on the rails, to be able to get more insight in force transfer from train to construction.
机译:火车引起的振动是欧洲和中国的主要环境问题。除了由于乘客和货运列车和地铁速度造成的振动效果,对高速列车的振动影响的研究具有高兴趣。例如,在比利时,新的高速列车线连接布鲁塞尔与巴黎和伦敦,而延伸到阿姆斯特丹和科隆目前正在建设中。在中国,这一问题在不久的将来会在不久的将来同样重要,因为北京和上海之间计划了高速列车连接。本研究项目的合作伙伴参与了数字模型的开发,以预测交通诱导的振动。这些模型的开发,验证和实际应用依赖于原位振动测量。在高速火车桥上进行了初步测量运动,在桥上以及轨道上具有传感器,能够获得更多的洞察力从火车到施工。

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