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Study on the impact of floor slab construction on metro-induced vibration responses
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Xinya ZHANG1, Yun ZHOU2, Weili LUO2, Junrui LI2, Zicong LU2
World Earthquake Engineering | 2025, 41(4) : 74 - 82
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World Earthquake Engineering | 2025, 41(4): 74-82
Study on the impact of floor slab construction on metro-induced vibration responses
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Xinya ZHANG1, Yun ZHOU2, Weili LUO2, Junrui LI2, Zicong LU2
Affiliations
  • 1.Guangzhou Metro Design & Research Institute Co., Ltd., Guangzhou 510010, China
  • 2.School of Civil Engineering and Transportation, Guangzhou University, Guangzhou 510006, China
Published: 2025-10-01 doi: 10.19994/j.cnki.WEE.2025.0061
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To study the impact of floor slab construction on metro-induced vibration responses and to explore the feasibility of reducing structural responses by optimizing floor construction, the conventional floor slab, the thickened floor slab and the additional sub-beam floor slab were designed and manufactured. Field model tests were carried out on the three test floor slabs respectively to study their dynamic response under on-site metro vibrations. Taking conventional floor slab as the test control group, the effects of increasing floor slab thickness or adding sub-beam on the floor slabs' characteristics and metro-induced vibration responses were compared and analyzed. The results indicate that the resonance effect is the main reason of metro-induced vibration responses of the floor slab. Increasing the floor slab thickness or adding sub-beam increases the vertical modal frequency of the floor slab, alleviate the resonance effect, and reduced the time-domain acceleration responses of the floor slab. Both increasing floor slab thickness and adding sub-beam can reduce the vibration acceleration level of the floor slab in a wide frequency band, and can reduce the weighted vibration level by 6 dB and 4 dB respectively, thus improving the vibration comfort performance of the floor slab. Adding secondary beams achieves a vibration reduction effect similar to doubling the floor slab thickness without significantly increasing the floor slab's weight and engineering cost. It is recommended that the addition of sub-beams as a floor construction measure be priority in the design of new metro adjacent structures to mitigate metro-induced vibration responses and improve vibration comfort.

metro adjacent structure  /  metro-induced vibration response  /  floor construction measures  /  vibration comfort
Xinya ZHANG, Yun ZHOU, Weili LUO, Junrui LI, Zicong LU. Study on the impact of floor slab construction on metro-induced vibration responses[J]. World Earthquake Engineering, 2025 , 41 (4) : 74 -82 . DOI: 10.19994/j.cnki.WEE.2025.0061
Year 2025 volume 41 Issue 4
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Article Info
doi: 10.19994/j.cnki.WEE.2025.0061
  • Receive Date:2025-03-12
  • Online Date:2026-03-27
  • Published:2025-10-01
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  • Received:2025-03-12
  • Revised:2025-05-17
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    1.Guangzhou Metro Design & Research Institute Co., Ltd., Guangzhou 510010, China
    2.School of Civil Engineering and Transportation, Guangzhou University, Guangzhou 510006, 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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