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Analysis and monitoring of subway-induced vibration on a surrounding building
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Xiang YU1, Qidi ZHANG2, 3, Wen BAI2, 3, Zhipeng SHAO2, 3, Junwu DAI2, 3, Han YU4, Yile ZHOU1
Earthquake Engineering and Engineering Dynamics | 2024, 44(6) : 161 - 172
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Earthquake Engineering and Engineering Dynamics | 2024, 44(6): 161-172
Analysis and monitoring of subway-induced vibration on a surrounding building
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Xiang YU1, Qidi ZHANG2, 3, Wen BAI2, 3, Zhipeng SHAO2, 3, Junwu DAI2, 3, Han YU4, Yile ZHOU1
Affiliations
  • 1.Ningbo Rail Transit Property Company Limited, Ningbo 315000, China
  • 2.Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
  • 3.Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
  • 4.Architectural Design & Research Institute of Ningbo Housing Co., Ltd., Ningbo 315012, China
doi: 10.13197/j.eeed.2024.0615
Outline
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To study the vibration influence of urban rail transit on buildings along the line, a frame-shear wall structure near a subway was selected as the research object. Under the excitation of rail transit vehicles, vibration monitoring of typical buildings was carried out at the foundation, along the height direction and the horizontal direction of the building, and the evaluation criteria such as 1/3 octave plumb vibration acceleration level, peak acceleration, and plumb fourth power vibration dose value were used for the analysis. The research results indicate that when the structure is 55 meters away from the inner contour of the tunnel, significant subway-induced vibration can still be detected inside the structure, and the relevant evaluation values may exceed the regulatory limits. In addition, the existing regulations do not specify the selection criteria for subway vibration, and the evaluation quantities determined by different value methods may seriously underestimate the impact of subway-induced vibration. Along the height direction of the structure, the vertical vibration response of the measurement points from the first underground level to the third above ground level did not significantly decrease, and there may be amplification at the top. The vertical vibration at the center of the floor slab is significantly amplified compared to the edge of the floor slab. The plumb fourth power vibration dose value at the center of the slab can reach 345% of that at the corner of the slab, and the corresponding maximum vertical vibration acceleration level can increase by 12.9 dB.

subway-induced vibration  /  structure  /  slab  /  vibration amplification  /  vibration acceleration level
Xiang YU, Qidi ZHANG, Wen BAI, Zhipeng SHAO, Junwu DAI, Han YU, Yile ZHOU. Analysis and monitoring of subway-induced vibration on a surrounding building[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (6) : 161 -172 . DOI: 10.13197/j.eeed.2024.0615
Year 2024 volume 44 Issue 6
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Article Info
doi: 10.13197/j.eeed.2024.0615
  • Receive Date:2024-03-09
  • Online Date:2026-03-30
Article Data
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History
  • Received:2024-03-09
  • Revised:2024-04-03
Funding
Affiliations
    1.Ningbo Rail Transit Property Company Limited, Ningbo 315000, China
    2.Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
    3.Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
    4.Architectural Design & Research Institute of Ningbo Housing Co., Ltd., Ningbo 315012, China
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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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