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首页> 外文期刊>Journal of Vibration and Acoustics >Prediction of Rail and Bridge Noise in Near- and Far-Field: A Combined 2.5-Dimensional and Two-Dimensional Method
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Prediction of Rail and Bridge Noise in Near- and Far-Field: A Combined 2.5-Dimensional and Two-Dimensional Method

机译:2.5维和二维相结合的近场和远场铁路和桥梁噪声预测

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摘要

Bridge noise and rail noise induced by passing trains should be included while estimating low- and medium-frequency (20-1000 Hz) noise in railway viaducts. However, the prediction of bridge noise and rail noise using a three-dimensional (3D) acoustic model is not efficient, especially for far-field points. In this study, a combined 2.5-dimensional (2.5D) and two-dimensional (2D) method is proposed to predict bridge noise and rail noise in both the near- and far-field. First, the near-field noise is obtained by combining the 2.5D acoustic model and a 3D vehicle-track-bridge interaction analysis. Then, the 2D method is used to estimate the attenuation of bridge noise and rail noise in the far-field, and the accuracy is validated through comparison with the 2.5D method. Third, the near-field points are treated as reference sources, and the noise at far-field points is predicted by combining the 2.5D and 2D methods. Finally, the proposed method is used to predict the bridge noise and rail noise for a box girder and a V-shaped girder. The spatial distribution of the bridge noise and rail noise is investigated. Generally, the rail noise is dominant above the bridge, and the bridge noise has a larger contribution to the total noise beneath the bridge. The rail noise from the U-shaped girder is much smaller than that from the box girder due to the shielding effect of the webs.
机译:在估算铁路高架桥中的低频和中频(20-1000 Hz)噪声时,应包括火车经过时引起的桥梁噪声和铁路噪声。但是,使用三维(3D)声学模型对桥梁噪声和轨道噪声的预测效率不高,尤其是对于远场点。在这项研究中,提出了一种结合2.5维(2.5D)和二维(2D)的方法来预测近场和远场中的桥梁噪声和轨道噪声。首先,通过结合2.5D声学模型和3D车辆-轨道-桥梁相互作用分析来获得近场噪声。然后,使用二维方法估算远场中桥梁噪声和轨道噪声的衰减,并通过与2.5D方法进行比较来验证其准确性。第三,将近场点作为参考源,并结合2.5D和2D方法预测远场点的噪声。最后,将所提出的方法用于预测箱梁和V形梁的桥梁噪声和轨道噪声。研究了桥梁噪声和轨道噪声的空间分布。通常,铁路噪声在桥梁上方占主导地位,桥梁噪声对桥梁下方的总噪声影响更大。由于腹板的屏蔽作用,U形梁的轨道噪声比箱形梁的轨道噪声小得多。

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  • 来源
    《Journal of Vibration and Acoustics 》 |2017年第1期| 011007.1-011007.10| 共10页
  • 作者

    X. D. Song; Q. Li; D. J. Wu;

  • 作者单位

    Department of Bridge Engineering, Southeast University, Nanjing 210096, China;

    Department of Bridge Engineering, Tongji University, Shanghai 200092, China;

    Department of Bridge Engineering, Tongji University, Shanghai 200092, China;

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  • 正文语种 eng
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