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Seismic performance of prefabricated high-rise buildings with hybrid base isolated systems
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Chunxiang LI, Zengli SANG, Liyuan CAO, Zhenzhou WANG
Journal of Vibration Engineering | 2025, 38(9) : 2172 - 2181
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Journal of Vibration Engineering | 2025, 38(9): 2172-2181
Seismic performance of prefabricated high-rise buildings with hybrid base isolated systems
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Chunxiang LI, Zengli SANG, Liyuan CAO, Zhenzhou WANG
Affiliations
  • School of Mechanics and Engineering Sciences, Shanghai University, Shanghai 200444, China
Published: 2025-09-10 doi: 10.16385/j.cnki.issn.1004-4523.202310025
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The present paper proposes an hybrid base isolation system referred to as BRB+NFVD+BIS, consisting of the buckling restrained braces (BRB), nonlinear fluid viscous dampers (NFVD), and base isolation system (BIS) to study both the damping and isolation effects of the hybrid base isolation system on prefabricated high-rise buildings. Defined are the ratios of both BRB yield strength to base isolation yield strength and the total damping index of NFVD to base isolation yield strength, respectively designate as BIR and NIR. Based on the dynamic elastic-plastic seismic response analysis of the corresponding systems, the effects of BIR, NIR, and NFVD parameters on the seismic performance of BRB+NFVD+BIS tall buildings have been revealed, and the ranges of BIR, NIR, and NFVD parameters are suggested. Results demonstrate that with respect to the non-isolated prefabricated high-rise buildings, the BRB+NFVD+BIS system can significantly enhance the seismic performance of beam-column connections, reduce both the inter-story drift ratios and floor accelerations of the superstructure. Compared with the base-isolated prefabricated high-rise structures, the BRB+NFVD+BIS system substantially reduces base isolation layer displacement while maintaining almost the same seismic performance to each other in terms of the beam-column connections, inter-story drift ratios, and floor accelerations Therefore, the BRB+NFVD+BIS system processes better displacement control ability of isolation layer. Simultaneously, the results show that the BRB+NFVD+BIS system has better robustness of both the seismic mitigation and isolation.

hybrid base isolation  /  prefabricated buildings  /  buckling restrained braces  /  nonlinear fluid viscous dampers  /  BIR  /  NIR  /  seismic performance
李春祥, 桑增礼, 曹黎媛, 王振洲. 混合基础隔震预制装配式高层建筑抗震性能. 振动工程学报, 2025 , 38 (9) : 2172 -2181 . DOI: 10.16385/j.cnki.issn.1004-4523.202310025
Chunxiang LI, Zengli SANG, Liyuan CAO, Zhenzhou WANG. Seismic performance of prefabricated high-rise buildings with hybrid base isolated systems[J]. Journal of Vibration Engineering, 2025 , 38 (9) : 2172 -2181 . DOI: 10.16385/j.cnki.issn.1004-4523.202310025
Year 2025 volume 38 Issue 9
600
286
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doi: 10.16385/j.cnki.issn.1004-4523.202310025
  • Receive Date:2023-10-12
  • Online Date:2026-02-09
  • Published:2025-09-10
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  • Received:2023-10-12
  • Revised:2023-12-19
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    School of Mechanics and Engineering Sciences, Shanghai University, Shanghai 200444, China
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
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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