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Theoretical research and experimental verification on the lifting and swing limit spectrum model of seismic isolation structure under three-level earthquake
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Jie YANG1, Yi-fei REN2, Wen-fu HE2, Hao XU2
Journal of Vibration Engineering | 2024, 37(1) : 126 - 136
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Journal of Vibration Engineering | 2024, 37(1): 126-136
Theoretical research and experimental verification on the lifting and swing limit spectrum model of seismic isolation structure under three-level earthquake
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Jie YANG1, Yi-fei REN2, Wen-fu HE2, Hao XU2
Affiliations
  • 1Shanghai Nuclear Engineering Research & Design Institute, Shanghai 200233, China
  • 2Department of Civil Engineering, Shanghai University, Shanghai 200444, China
Published: 2024-01-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.01.013
Outline
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The determination of the rocking state for an isolation structure is a fundamental issue to estimate the safety of the isolated layer under a seismic excitation. In this study,by using the tensile deformations at the vertical direction of the rubber support in the isolated layer,the rocking states of the isolation structure are divided into ones with unuplifting,uplifting,and rocking. A classification method is then proposed for estimating the rocking state of the high-rise structure with isolated layer. Inspired by the influences of the aspect ratio (AR),vertical yield-weight ratio (αv),horizontal yield-weight ratio (αh),vertical cycle (Tv),horizontal cycle (Th),system damping ratio(η) to the swing response of isolation structures under seismic excitation,boundary spectrum of isolation structures is achieved. It shows that swing response decreases with the increase of αvTh and η (the effect of Th is most significant),which is beneficial to the control of the sway response as well; swing response increases with the increase of AR and Tv (the effect of Tv is most significant),which is not conducive to the control of swing response,and the most advantageous measure to control the swing response is increasing Th,decreasing Tv.

isolation structure  /  standard response spectrum  /  lift and swing limit spectrum  /  shaking table test
Jie YANG, Yi-fei REN, Wen-fu HE, Hao XU. Theoretical research and experimental verification on the lifting and swing limit spectrum model of seismic isolation structure under three-level earthquake[J]. Journal of Vibration Engineering, 2024 , 37 (1) : 126 -136 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.01.013
Year 2024 volume 37 Issue 1
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.01.013
  • Receive Date:2022-02-18
  • Online Date:2026-02-10
  • Published:2024-01-28
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  • Received:2022-02-18
  • Revised:2022-06-17
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    1Shanghai Nuclear Engineering Research & Design Institute, Shanghai 200233, China
    2Department of Civil Engineering, Shanghai University, Shanghai 200444, 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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