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Noise Radiation from Concrete Box Girders Generated by a High-Speed Train Running Along a Track-Bridge System as an Infinitely Long Periodic Structure

机译:沿着轨道桥系统运行的高速列车产生的混凝土箱梁的噪声辐射作为无限长的周期性结构

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Bridges with concrete box girders are widely used on China's high-speed railways. Although the bridge structure has a high global static stiffness, its natural frequencies are still low due to the wall-shaped structure, raising concerns about low frequency noise radiation. An effective approach to addressing these concerns is to predict bridge vibration and noise radiation by establishing a dynamic-acoustic vehicle-track-viaduct model. This is the topic of this paper. The dynamics of the vehicle-track-viaduct system is modeled in the frequency domain based on the periodic structure theory and the Fourier-series approach. Predicted vibrations of all the box girders are decomposed into propagating waves, so that sound radiation from the box girders can be predicted using the 2.5D acoustic boundary element method. Comparison between prediction and measurement is performed, confirming the usefulness of the model. The model is then used to study noise radiation from the concrete box girders as a high-speed train passes.
机译:具有混凝土箱梁的桥梁广泛用于中国的高速铁路。尽管桥梁结构具有高的全球静态刚度,但由于壁形结构,其自然频率仍然很低,因此提高了对低频噪声辐射的担忧。解决这些问题的有效方法是通过建立动态声学车辆轨道高架桥模型来预测桥梁振动和噪声辐射。这是本文的主题。基于周期性结构理论和傅立叶级别方法,在频域中建模了车辆轨道高架系统的动态。所有箱梁的预测振动都分解成传播波,从而可以使用2.5D声学边界元方法预测来自盒梁梁的声音辐射。执行预测和测量之间的比较,确认模型的有用性。然后,该模型用于研究混凝土箱梁的噪声辐射作为高速列车通行证。

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