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

机译:高速铁路铁路桥的试验与数值模态分析

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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:在欧洲和中国,火车引起的振动都是主要的环境问题。除了由相对较低的速度的客运和货运列车以及地铁引起的振动影响之外,对高速列车的振动影响的研究也引起了人们的极大兴趣。例如,在比利时,新的高速铁路将布鲁塞尔与巴黎和伦敦连接起来,而阿姆斯特丹和科隆的扩建部分目前正在建设中。在中国,随着计划在北京和上海之间建立高速火车连接,这一问题在不久的将来将变得同样重要。该研究项目的合作伙伴参与了数值模型的开发,以预测交通引起的振动。这些模型的开发,验证和实际使用依赖于原位振动测量。在高速火车桥梁上进行了初步的测量活动,在桥梁以及铁轨上都装有传感器,以便能够更深入地了解从火车到建筑的力传递情况。

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