Numerical Analysis of Ground Vibrations of Viaduct Induced by High-Speed Maglev Vehicle
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摘要: 为预测高速磁浮列车引起的地面振动响应及其衰减规律,建立了高速磁浮车桥相互作用模型和磁浮线 路桩基基础有限元模型,将磁浮车桥系统动力学仿真获得的车辆动态荷载输入基础有限元模型,计算了高速磁 浮车辆引起的地面振动响应.计算结果表明:磁浮车辆引起地面振动响应的衰减规律与轮轨交通车辆的衰减规 律基本一致,但在距离线路中心25m 左右没有反弹区;行车速度对磁浮线路地面振动的影响较大,当时速由 125km/h提高到430km/h时,相同观察点处地面振动级增大约10dB.Abstract: An interaction model of maglev vehicle-bridge system was built to calculate dynamic magnetic forces of maglev vehicles, and the calculated forces were input into a finite element model of the pier foundation of a viaduct to obtain ground vibration responses. Numerical results show that the attenuation law of ground vibrations induced by maglev vehicles are similar to that induced by wheel-rail vehicles, except that there is not a rebound zone about 25 m away from the track centerline. The effect of vehicle speed on ground vibrations is significant: the ground vibration at the same point increases by about 10 dB as the vehicle speed increases from 125 km/h to 430 km/h.
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Key words:
- maglev train /
- ground vibration /
- finite element method /
- dynamics /
- numerical simulation
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