Characteristics and prediction of structure-borne noise from urban rail transit bridge-sound barrier system

SONG Li-zhong; LI Xiao-zhen; ZHANG Liang-tao; LIU Quan-min; FENG Qing-song; LUO Yun-ke

doi:10.19818/j.cnki.1671-1637.2021.03.012

Volume 21 Issue 3

Aug. 2021

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Article Navigation > Journal of Traffic and Transportation Engineering > 2021 > 21(3): 193-202

SONG Li-zhong, LI Xiao-zhen, ZHANG Liang-tao, LIU Quan-min, FENG Qing-song, LUO Yun-ke. Characteristics and prediction of structure-borne noise from urban rail transit bridge-sound barrier system[J]. Journal of Traffic and Transportation Engineering, 2021, 21(3): 193-202. doi: 10.19818/j.cnki.1671-1637.2021.03.012

Citation:

SONG Li-zhong, LI Xiao-zhen, ZHANG Liang-tao, LIU Quan-min, FENG Qing-song, LUO Yun-ke. Characteristics and prediction of structure-borne noise from urban rail transit bridge-sound barrier system[J]. Journal of Traffic and Transportation Engineering, 2021, 21(3): 193-202. doi: 10.19818/j.cnki.1671-1637.2021.03.012

Citation:

SONG Li-zhong, LI Xiao-zhen, ZHANG Liang-tao, LIU Quan-min, FENG Qing-song, LUO Yun-ke. Characteristics and prediction of structure-borne noise from urban rail transit bridge-sound barrier system[J]. Journal of Traffic and Transportation Engineering, 2021, 21(3): 193-202. doi: 10.19818/j.cnki.1671-1637.2021.03.012

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Characteristics and prediction of structure-borne noise from urban rail transit bridge-sound barrier system

doi: 10.19818/j.cnki.1671-1637.2021.03.012

1.
Engineering Research Center of Railway Environmental Vibration and Noise of Ministry of Education, East China Jiaotong University, Nanchang 330013, Jiangxi, China
2.
School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China
3.
China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, Hubei, China
4.
National Rail Transit Electrification and Automation Engineering Technology Research Center (Hong Kong Branch), The Hong Kong Polytechnic University, Hong Kong 999077, China

Funds:

National Natural Science Foundation of China 52008169

National Natural Science Foundation of China 52068030

National Natural Science Foundation of China 51878277

More Information

Author Bio:
SONG Li-zhong(1990-), male, assistant professor, PhD, songlizhong@ecjtu.edu.cn
Corresponding author: LIU Quan-min(1987-), male, associate professor, PhD, qmlau007@126.com
Received Date: 2020-12-19
Available Online: 2021-08-27
Publish Date: 2021-08-27

Abstract

Abstract

The field noise tests were performed beside bridges with and without vertical sound barriers in urban rail transit to investigate the structure-borne noise from the bridge-sound barrier system induced by passing trains. The spectral characteristics of structure-borne noise from the box girder-sound barrier system were analyzed by comparing the test results for bridges with and without vertical sound barriers. A vibro-acoustic radiation numerical calculation model of the box girder bridge-sound barrier system was established by using the finite element-boundary element method. The spatial distribution laws of the structure-borne noise from the box girder-sound barrier system were investigated. The effects of train speed and sound barrier height on the structure-borne noise from the box girder-sound barrier system were assessed. Research results show that when a train passes at approximately 93 km·h^-1, vertical sound barriers effectively reduce the high-frequency wheel-rail noise but increase the low-frequency structure-borne noise. The effect of structure-borne noise from the sound barriers is mainly concentrated within the low-frequency band below 160 Hz, and the structure-borne noise from the box girder-sound barrier system peaks at approximately 63 Hz. The structure-borne noise from the box girder-sound barrier system decreases with the increasing distance faster in the near field and slower in the far field. The structure-borne noises both above and below the box girder bridge exceed 96 dB, and the structure-borne noise 120 m away from the centerline of the bridge decreases to 72 dB. The sound barrier structure-borne noise significantly influences the girder-side sound field. Compared to the case without sound barriers, the erection of 3.15 m high vertical sound barriers increases the girder-side structure-borne noise by 2-5 dB. The structure-borne noise from box girder-sound barrier system on the girder side increases by more than 7 dB when the speed of the train increases from 93 to 120 km·h^-1. The structure-borne noise from the box girder-sound barrier system on the girder side increases by more than 3 dB when the sound barrier height increases from 3.15 to 6.30 m. 1 tab, 12 figs, 30 refs.
- urban rail transit,
- box girder-sound barrier system,
- structure-borne noise,
- finite element-boundary element method,
- field test,
- numerical simulation

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References(30)

References

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Characteristics and prediction of structure-borne noise from urban rail transit bridge-sound barrier system

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Characteristics and prediction of structure-borne noise from urban rail transit bridge-sound barrier system

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