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Dynamic Analysis of Railway Vehicle Moving Through Bridge with Varying Velocity

机译:通过不同速度通过桥梁移动的铁路车辆动态分析

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A dynamic model of vehicle-bridge interaction is presented considering the railway vehicle moving through bridge with varying velocity. Assuming the vehicle has a constant acceleration, the motion equations of coupled vehicle-bridge system were deduced based on D' Alembert's principle and theory of Euler beam. Dynamic responses of system were analyzed both cases of the acceleration and drag acceleration for a moving car. Results show that the amplitudes of vibration of the system will enlarge sharply with the acceleration of vehicle increasing, and the maximum of responses occur when the vehicle moving at the middle point of bridge. In addition, the stiffness coefficient is one of the key factors to affect on dynamic responses of system. Generally, the suitable rigidity of structure is much important to decrease the responses and suppress the vibration of system.
机译:考虑到具有不同速度的铁路车辆移动桥梁的铁路车辆,提出了一种车辆桥接相互作用的动态模型。 假设车辆具有恒定的加速度,基于D'Albery梁的原理和理论推导了耦合车辆桥系统的运动方程。 分析了系统的动态响应,以及移动汽车的加速度和拖累加速度。 结果表明,随着车辆的加速度,系统的振动振动幅度将急剧增大,并且当车辆在桥中的中间点移动时发生响应的最大响应。 此外,刚度系数是影响系统动态响应的关键因素之一。 通常,结构的合适刚性对于降低响应并抑制系统的振动是非常重要的。

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