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Resonance and cancelation phenomena in a periodic viaduct under a series of equidistant moving loadings

机译:一系列等距移动荷载作用下周期性高架桥的共振和抵消现象

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Resonance and cancelation phenomena of a viaduct caused by moving loadings are relevant to the design of the railway viaduct and speed regulation of high-speed trains. In this contribution, resonance and cancelation phenomena occurring in a periodic viaduct under a series of equidistant moving loadings (SEML) are investigated. In order to simulate the dynamic response of the periodic viaduct to a SEML, the dynamic response of the periodic viaduct to a single moving loading (SML) is addressed first. By superposing the responses of the viaduct to all SMLs constituting the SEML, the representation for the dynamic response of the periodic viaduct to the SEML is determined. With the representation, the resonance and cancelation conditions for the viaduct subjected to the SEML are obtained. For the high-speed SEML, when the time interval between two neighboring moving loadings is equal to the integer or half-integer multiples of the period of one of the dominant resonance peaks of the corresponding SML response of the viaduct, resonance or cancelation will occur. Numerical results presented in this paper show the predicted resonance and cancelation phenomena, confirming the proposed resonance and cancelation conditions.
机译:由移动载荷引起的高架桥的共振和抵消现象与铁路高架桥的设计和高速列车的速度调节有关。为此,研究了周期性高架桥在一系列等距移动载荷(SEML)下发生的共振和抵消现象。为了模拟周期性高架桥对SEML的动态响应,首先要解决周期性高架桥对单个移动荷载(SML)的动态响应。通过叠加高架桥对构成SEML的所有SML的响应,可以确定周期性高架桥对SEML的动态响应。通过该表示,获得了经受SEML的高架桥的共振和抵消条件。对于高速SEML,当两个相邻移动载荷之间的时间间隔等于高架桥相应SML响应的主要共振峰之一的周期的整数倍或半整数倍时,就会发生共振或抵消。本文提供的数值结果显示了预测的共振和消除现象,从而确认了所提出的共振和消除条件。

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