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Torsion effect and control of foundation seismic isolation structure of plane irregular multi-layer frame structure
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Qin-feng PAN1, Huan-zhou LIN2, Li-ying XU3, Li-xing LU4, Ying-xiong WU4, 5, Lin-kun CAO6
Journal of Vibration Engineering | 2024, 37(12) : 2021 - 2033
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Journal of Vibration Engineering | 2024, 37(12): 2021-2033
Torsion effect and control of foundation seismic isolation structure of plane irregular multi-layer frame structure
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Qin-feng PAN1, Huan-zhou LIN2, Li-ying XU3, Li-xing LU4, Ying-xiong WU4, 5, Lin-kun CAO6
Affiliations
  • 1School of Civil Engineering,Fujian University of Technology,Fuzhou 350118,China
  • 2China Construction Fourth Engineering Division Corp.,Ltd.,Guangzhou 510630,China
  • 3School of Civil Engineering and Architecture,Southwest University of Science and Technology,Mianyang 621010,China
  • 4College of Civil Engineering,Fuzhou University, Fuzhou 350108,China
  • 5Fujian Provincial Key Laboratory on Multi-Disasters Prevention and Mitigation in Civil Engineering,Fuzhou 350108,China
  • 6Xiamen Kunneng Engineering Construction Co.,Ltd.,Xiamen 361001,China
Published: 2024-12-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.12.004
Outline
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Plane irregular buildings are prone to torsion and cause serious damage to the structure. The analysis and control of structural torsion effect is the key to this kind of structural design. In this regard,the simulation calculation of the planar irregular multi-story frame model in the 8-degree fortification zone was carried out,and the planar L-type four-story frame isolation model of five typical class B buildings was established. The ratios of the length B and width W of the protruding limbs of the structure were set to be 1∶1,1.5∶1,2∶1,2.5∶1 and 3∶1,respectively. The dynamic characteristics and seismic response of different structures were analyzed. The influence of the LRB stiffness ratio and the rigid center position of the isolation layer on the structural torsion was discussed,and the effective control method of structural torsion was proposed. The results show that with the increase of the length-width ratio B/W of the protruding limb,the X-direction torsion of the structure increases gradually,and the Y-direction torsion decreases gradually. Increasing the proportion of LRB stiffness can reduce the torsional effect of the structure. By comprehensively controlling the structural torsion and structural damping coefficient,a reasonable proportion of LRB stiffness can be obtained. The proportion of LRB stiffness of the isolation layer under the condition of 8 degrees earthquake is proposed. At the same time,the rigid center of the isolation layer and the rigid center of the superstructure are arranged on both sides of the mass center of the superstructure to suppress the torsion of the superstructure of the plane irregular structure.

reinforced concrete frame structure  /  base seismic isolation  /  irregular plane  /  torsional control  /  simulation calculations
Qin-feng PAN, Huan-zhou LIN, Li-ying XU, Li-xing LU, Ying-xiong WU, Lin-kun CAO. Torsion effect and control of foundation seismic isolation structure of plane irregular multi-layer frame structure[J]. Journal of Vibration Engineering, 2024 , 37 (12) : 2021 -2033 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.12.004
Year 2024 volume 37 Issue 12
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.12.004
  • Receive Date:2024-06-28
  • Online Date:2026-02-12
  • Published:2024-12-28
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  • Received:2024-06-28
  • Revised:2024-08-13
Funding
Affiliations
    1School of Civil Engineering,Fujian University of Technology,Fuzhou 350118,China
    2China Construction Fourth Engineering Division Corp.,Ltd.,Guangzhou 510630,China
    3School of Civil Engineering and Architecture,Southwest University of Science and Technology,Mianyang 621010,China
    4College of Civil Engineering,Fuzhou University, Fuzhou 350108,China
    5Fujian Provincial Key Laboratory on Multi-Disasters Prevention and Mitigation in Civil Engineering,Fuzhou 350108,China
    6Xiamen Kunneng Engineering Construction Co.,Ltd.,Xiamen 361001,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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