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Measurement and Analysis of Wheel–Rail Noise in Long-Span Bridges of Urban Rail Transit Systems
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Ting SHANG1, 2, Hao ZHONG1, Sihang XIAO1, Yunsen KONG2
Urban Rapid Rail Transit | 2024, 37(3) : 117 - 124
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Urban Rapid Rail Transit | 2024, 37(3): 117-124
Civil Engineering Technology
Measurement and Analysis of Wheel–Rail Noise in Long-Span Bridges of Urban Rail Transit Systems
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Ting SHANG1, 2, Hao ZHONG1, Sihang XIAO1, Yunsen KONG2
Affiliations
  • 1 School of Traffic & Transportation Chongqing Jiaotong University Chongqing 400074
  • 2 Chongqing Rail Transit Group Co., Ltd. Chongqing 401120
doi: 10.3969/j.issn.1672-6073.2024.03.016
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This study investigates the wheelrail noise characteristics of urban rail trains passing through longspan bridges, focusing on the Dongshuimen Bridge of the Chongqing Rail Transit Line 6 and the Chaotianmen Bridge of the Chongqing Rail Transit Loop Line. Noise measurement data were collected for trains passing over the bridges. This study analyzed and compared the spectral characteristics of noise, summarizing the relevant patterns. The results indicate that the wheelrail noise generated by rail trains on largespan bridges exhibits a widefrequency characteristic, with the sound pressure level spectrum curve showing a “high in the middle, low on both sides" pattern. The noise peak of steel truss arch bridges is concentrated at approximately 800 Hz, and the structural noise generates a relative peak in the range of 6380 Hz. In contrast, the noise peak of the steel truss girder cablestayed bridges is in a higher frequency range. The threespan continuous steel truss suspension arch bridge exhibits a wide and highamplitude noise spectrum, with its noise being significantly greater than that of the steel truss girder cablestayed bridge, particularly in the midto highfrequency range of wheelrail noise.

urban rail transit  /  noise characteristics  /  energy analysis  /  long-span bridge  /  wheel-rail noise
Ting SHANG, Hao ZHONG, Sihang XIAO, Yunsen KONG. Measurement and Analysis of Wheel–Rail Noise in Long-Span Bridges of Urban Rail Transit Systems[J]. Urban Rapid Rail Transit, 2024 , 37 (3) : 117 -124 . DOI: 10.3969/j.issn.1672-6073.2024.03.016
Year 2024 volume 37 Issue 3
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doi: 10.3969/j.issn.1672-6073.2024.03.016
  • Receive Date:2023-10-21
  • Online Date:2025-07-09
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  • Received:2023-10-21
  • Revised:2024-01-10
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    1 School of Traffic & Transportation Chongqing Jiaotong University Chongqing 400074
    2 Chongqing Rail Transit Group Co., Ltd. Chongqing 401120
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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