Train-bridge interaction: validation of numerical models by experiments on a high-speed railway bridge in Antoing
暂无分享,去创建一个
Train induced vibrations are a major environmental concern both in Europe and China. Besides the effect of vibrations due to passenger or freight trains and at relatively low speed, the study of the vibrational impact of high speed trains is an important issue. 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. These models should be validated by in situ vibration measurements. Two measurement campaigns were undertaken on a high speed train bridge in Antoing to get more insight in the train-bridge interaction effects.
[1] Francis T.K. Au,et al. Vibration of railway bridges under a moving train by using bridge-track-vehicle element , 2001 .
[2] G. De Roeck,et al. Dynamic analysis of train–bridge system and its application in steel girder reinforcement , 2001 .
[3] G. De Roeck,et al. Experimental and numerical modal analysis of a concrete high speed train railway bridge , 2000 .
[4] Yeong-Bin Yang,et al. A versatile element for analyzing vehicle–bridge interaction response , 2001 .