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地铁所致某音乐排练厅室内二次结构噪声测试与仿真

邬玉斌 宋瑞祥 曾钦娥 吴丹 何蕾 户文成

噪声与振动控制2017,Vol.37Issue(6):120-125,6.
噪声与振动控制2017,Vol.37Issue(6):120-125,6.DOI:10.3969/j.issn.1006-1355.2017.06.025

地铁所致某音乐排练厅室内二次结构噪声测试与仿真

Test and Simulation Analysis of Ground-borne Noise in a Rehearsal Hall Caused by Subway Operation

邬玉斌 1宋瑞祥 1曾钦娥 1吴丹 2何蕾 1户文成1

作者信息

  • 1. 北京市劳动保护科学研究所,北京 100055
  • 2. 北京交通大学,北京 100044
  • 折叠

摘要

Abstract

With the rapid development of rail transportation, the ground-borne noise induced by passing-by trains in subways has been attracting serious public attentions. In this paper, the numerical simulation method for prediction of the ground-borne noise is studied with a rehearsal room beside two subway lines in Beijing as an example. First of all, a series of vibration tests on the structural floors and walls is conducted, and the sound pressure at the room center is measured. The characteristics of the vibration and the ground-borne noise caused by subway trains are summarized. Then, a tunnel-soil-structure coupled 3D finite element model of is established by means of Ansys to simulate the ground-borne noise. The results are compared with the test data. It shows that the numerical result agrees well with the test result below 100 Hz, and the peak of the ground-borne noise is found at 63 Hz in both results. Above 100 Hz, however, the simulation result is smaller than the test result due to the influence of the mesh size. Since frequency of the vibration caused by passing-by trains is usually in the range of 1-100 Hz, the simulation result is considered to be appropriate and sufficiently accurate. The proposed model provides a reference for similar cases in the prediction of the ground-borne noise induced by passing-by trains in subways.

关键词

声学/地铁/二次结构噪声/现场实测/数值仿真

Key words

acoustics/subway/ground-borne noise/in-situ test/numerical simulation

分类

通用工业技术

引用本文复制引用

邬玉斌,宋瑞祥,曾钦娥,吴丹,何蕾,户文成..地铁所致某音乐排练厅室内二次结构噪声测试与仿真[J].噪声与振动控制,2017,37(6):120-125,6.

基金项目

2016年北京市财政资助项目(PXM2016_178304_000011) (PXM2016_178304_000011)

噪声与振动控制

OACSCDCSTPCD

1006-1355

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