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Study on the influence of the layout of isolation bearings on the seismic performance of stilted buildings on the slope
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Ruifeng LI1, 2, Liping LIU1, 2, Li YIN1, Shuwang HAN1, Yingmin LI1, 2
Earthquake Engineering and Engineering Dynamics | 2024, 44(1) : 148 - 157
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Earthquake Engineering and Engineering Dynamics | 2024, 44(1): 148-157
Study on the influence of the layout of isolation bearings on the seismic performance of stilted buildings on the slope
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Ruifeng LI1, 2, Liping LIU1, 2, Li YIN1, Shuwang HAN1, Yingmin LI1, 2
Affiliations
  • 1.College of Civil Engineering, Chongqing University, Chongqing 400045, China
  • 2.Key Laboratory of Earthquake Resistance and Disaster Prevention for Engineering Structures, Chongqing University, Chongqing 400045, China
doi: 10.13197/j.eeed.2024.0114
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In this paper, the stilted buildings were taken as the research object, and according to the characteristics of unequal height embedded structure, three types of three-dimensional stilted frame structures were designed: non-isolation, base isolation and the second floor column bottom isolation (interlayer isolation). Then elastic response spectrum analysis and elastic-plastic dynamic time history analysis of analysis models were carried out to investigate the influence of different isolation bearing layout on the dynamic response, failure mode, probability of seismic collapse and other seismic performance of stilted frame structures. The results show that the application of seismic isolation technology to the stilted frame structure on slope can control the dynamic response of the structure and improve the safety margin of the whole structure, which provides a new way to improve its seismic performance. The setting of base isolation can improve the non-uniformity of structural stiffness distribution, reduce the difference of shear distribution between stilted columns and improve the safety reserve of the shortest columns. However, there are differences in the deformation of isolation bearings with different levels. Isolation bearings with different lateral stiffness should be arranged in the base isolation model. Compared with the base isolation, the interlayer isolation has better ability to control the structural damage, the deformation of the upper floor is more uniform, and the probability of seismic collapse is lower. However, in the interlayer isolation design, it should be considered to appropriately reduce the difference of lateral stiffness between stilted columns.

stilted frame structures  /  isolation bearings  /  seismic behavior  /  dynamic response  /  probability of seismic collapse
Ruifeng LI, Liping LIU, Li YIN, Shuwang HAN, Yingmin LI. Study on the influence of the layout of isolation bearings on the seismic performance of stilted buildings on the slope[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (1) : 148 -157 . DOI: 10.13197/j.eeed.2024.0114
Year 2024 volume 44 Issue 1
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doi: 10.13197/j.eeed.2024.0114
  • Receive Date:2022-10-07
  • Online Date:2026-03-30
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  • Received:2022-10-07
  • Revised:2023-03-20
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Affiliations
    1.College of Civil Engineering, Chongqing University, Chongqing 400045, China
    2.Key Laboratory of Earthquake Resistance and Disaster Prevention for Engineering Structures, Chongqing University, Chongqing 400045, 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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