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Test and analysis on the micro-vibration control ability of mass concrete slab
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Muning RONG1, Yabin GU1, Ming ZHENG2, Xin NIE2, Jiansheng FAN2, Yufei LIU2
Earthquake Engineering and Engineering Dynamics | 2024, 44(4) : 115 - 124
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Earthquake Engineering and Engineering Dynamics | 2024, 44(4): 115-124
Test and analysis on the micro-vibration control ability of mass concrete slab
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Muning RONG1, Yabin GU1, Ming ZHENG2, Xin NIE2, Jiansheng FAN2, Yufei LIU2
Affiliations
  • 1.Beijing Construction Engineering Group Co., Ltd., Beijing 100055, China
  • 2.School of Civil Engineering, Tsinghua University, Beijing 100084, China
doi: 10.13197/j.eeed.2024.0411
Outline
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In order to test the micro-vibration control ability of the mass concrete slab in the Beijing High Energy Photo Source, evaluation of the micro-vibration control ability of the mass concrete slab are conducted through two short-period tests and a 24 h long-period monitoring. Test results indicate that: most of the displacement root mean square values distribute between 10 nm and 50 nm in the two short-period tests, and most of the displacement root mean square values distribute below 20 nm in the 24 h long-period monitoring. The mass concrete slab can provide good micro vibration control performance over 10 Hz for the micro vibration in the vertical direction, and over 5 Hz for the micro vibration in the horizontal directions. Through casting the mass concrete slab, the micro vibration level in the vertical direction can be reduced by 24%, the micro vibration level in the horizontal direction can be reduced by 34%. The control ability of the slab to the horizontal micro-vibration is slightly better than that of vertical micro-vibration. Moreover, simplified two-dimensional finite element models are established to discuss the influence of changing the concrete layer’s density, stiffness and thickness on the slab’s micro-vibration control ability. The simulation results indicate that the increasing thickness of reinforced concrete layer or density of the plain concrete layer has no influence on the micro-vibration control ability of slab in the vertical direction, but has adverse effect on that in the horizontal direction.

scientific facilities with high precision  /  field test  /  mass concrete slab  /  micro vibration control  /  root mean square value of displacement  /  two-dimensional finite element model
Muning RONG, Yabin GU, Ming ZHENG, Xin NIE, Jiansheng FAN, Yufei LIU. Test and analysis on the micro-vibration control ability of mass concrete slab[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (4) : 115 -124 . DOI: 10.13197/j.eeed.2024.0411
Year 2024 volume 44 Issue 4
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doi: 10.13197/j.eeed.2024.0411
  • Receive Date:2023-04-25
  • Online Date:2026-03-30
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  • Received:2023-04-25
  • Revised:2023-08-02
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    1.Beijing Construction Engineering Group Co., Ltd., Beijing 100055, China
    2.School of Civil Engineering, Tsinghua University, Beijing 100084, 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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