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A train–bridge coupling vibration model for low-speed maglev traffic was established to study the dynamic response of low-medium speed Maglev Train and simply supported beam interation system. In this model, the vehicle is assumed as a secondary suspension mass-spring-damper model with 12 degrees of freedom. The finite element model is supplied to simulate the bridge structure. The influence of the...
In order to study the vertical coupling vibration of low–medium-speed Maglev train and at-ground structure system, the vertical coupling vibration model of low–medium-speed Maglev train-bridge system is established firstly based on the co-simulation of SIMPACK and ANSYS. The method of co-simulation is verified through the test experiments on a 20-m simply supported beam dynamic load experiment test...
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