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Dynamic analysis of the light-rail-station viaduct under moving vehicle loads

机译:轻型车辆荷载作用下轻轨高架桥的动力分析

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In this paper, a dynamic analysis of light-rail-station viaduct under moving vehicles is presented. Moving vehicles are idealized as moving load-sequence. The overhead and multi-stories' light-rail-station viaduct is modeled by the three-dimensional finite element model. Then when applying the time-integration to the dynamic system, the equations of motion are efficiently solved based on these models. The proposed structure is then applied to a real overhead and multi-stories light-rail-station viaduct with a group of moving vehicles. The braking forces, attractive forces and lateral sway forces are also taken into accounts which correspond with the accelerated and decelerated processes of moving vehicles when they enter and depart the station. The dynamic responses of the light-rail-station viaduct and the riding comfort indices are computed. The results show that the formulation presented in this paper can efficiently and effectively predict the dynamic response of light-rail-stations viaducts under a normal operation condition.
机译:本文提出了在行驶车辆下轻轨高架桥的动力学分析。移动车辆被理想化为移动负载序列。高架和多层轻轨高架桥通过三维有限元模型建模。然后,将时间积分应用于动态系统时,基于这些模型可以有效地求解运动方程。然后将拟议的结构应用于带有一组移动车辆的实际架空和多层轻轨高架桥。还考虑了制动力,引力和横向摇摆力,它们与移动车辆进入和离开车站时的加速和减速过程相对应。计算轻轨高架桥的动态响应和乘坐舒适性指标。结果表明,本文提出的公式可以有效,有效地预测轻轨车站高架桥在正常运行条件下的动力响应。

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