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Coupling Vibration Study of Wind-train-track-bridge System

机译:风车-轨道-桥梁系统的耦合振动研究

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A coupling dynamic analysis model of wind -vehicle-track-bridge (WTTB) system is presented in this paper in the time r domain. The WTTB system can be divided into four subsystems : wind subsystem,train subsystem,track subsystem and bridge r subsystem. Fluctuating wind velocity and track irregularities are the excitations for the WTTB system. The WTTB system is r connected by the wheel -rail interaction, track-bridge interaction, wind-bridge interaction and wind-train interaction. In r order to improving the calculation efficiency while retaining considerable accuracy , an explicit implicit hybrid dynamic r integration method is introduced and a computational program WTTBDAS is developed. The proposed framework is finally applied r to vehicles moving on the railway long -span bridge under in cross-wind. The seven particular wind loads cases are included r The dynamic respon ses of bridge and train subsystem is analyzed and discussed under different cases ,respectively, the r steady and unsteady wind forces have significant influences on the dynamic responses of WTTB sys -tem.
机译:提出了时域r域风车-轨道桥(WTTB)系统耦合动力学分析模型。 WTTB系统可以分为四个子系统:风子系统,火车子系统,轨道子系统和桥梁子系统。波动的风速和轨道不平整是WTTB系统的诱因。 WTTB系统通过轮-轨相互作用,轨道-桥梁相互作用,风-桥相互作用和风-火车相互作用连接。为了在保持相当大的精度的同时提高计算效率,提出了一种显式的隐式混合动态积分方法,并开发了一种计算程序WTTBDAS。最终将提出的框架应用于侧风下在铁路大跨度桥梁上行驶的车辆。包括七个特殊的风荷载情况。分别分析和讨论了桥梁和火车子系统在不同情况下的动力响应,稳态和非稳态风力对WTTB系统的动力响应有重要影响。

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