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Seismic mitigation enhancement of damped outrigger system based on inerter and negative stiffness
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Zhi-hao Wang1, 2, Yu-xiang Zhou1, 2, Jing-wen Zhang1, 2, Zhi-Peng Cheng1, 2
Journal of Vibration Engineering | 2024, 37(2) : 297 - 305
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Journal of Vibration Engineering | 2024, 37(2): 297-305
Seismic mitigation enhancement of damped outrigger system based on inerter and negative stiffness
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Zhi-hao Wang1, 2, Yu-xiang Zhou1, 2, Jing-wen Zhang1, 2, Zhi-Peng Cheng1, 2
Affiliations
  • 1School of Civil Engineering and Communication,North China University of Water Resources and Electric Power,Zhengzhou 450045,China
  • 2Engineering Technology Research Center for Structural Vibration Control and Health Monitoring of Henan Province,Zhengzhou 450045,China
Published: 2024-02-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.02.012
Outline
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To enhance the seismic mitigation performance of conventional damped outrigger (CDO) system,this study investigates the seismic performance improvement of inerter-negative stiffness damped outrigger (INSDO) system,which is based on the three-element passive mitigation system consisted of inerter,stiffness and damper. The Clough-Penzien spectrum model is adopted to simulate stationary stochastic seismic excitation,and the motion equations of the structure-damper-excitation system are then expressed utilizing augmented state space method. The root-mean-square (RMS) of the structural response under stochastic excitation is calculated via the solution of Lyapunov equation,and optimal parameters of INSDO system are determined by multi-objective optimization method based on maximum harmful inter-story drift and acceleration control. The seismic performance of INSDO system under typical natural seismic records is further evaluated. Results indicate that compared with the CDO system,the optimum INSDO system can reduce the bottom average story drift RMS by 57.97% and the top average absolute acceleration RMS by 36.99% under El-Centro and Kobe excitations,which further verifies the effectiveness of multi-objective optimization method. Compared to the introduction of inerter or negative stiffness element alone,the combination of two kinds of element can further amplify the displacement of the damping element,and realize the seismic performance enhancement of INSDO system by improving the energy dissipation ratio of damper and seismic input energy.

tall building  /  damped outrigger  /  inerter  /  negative stiffness  /  seismic mitigation
Zhi-hao Wang, Yu-xiang Zhou, Jing-wen Zhang, Zhi-Peng Cheng. Seismic mitigation enhancement of damped outrigger system based on inerter and negative stiffness[J]. Journal of Vibration Engineering, 2024 , 37 (2) : 297 -305 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.02.012
Year 2024 volume 37 Issue 2
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doi: 10.16385/j.cnki.issn.1004-4523.2024.02.012
  • Receive Date:2022-06-08
  • Online Date:2026-02-10
  • Published:2024-02-28
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  • Received:2022-06-08
  • Revised:2022-08-16
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Affiliations
    1School of Civil Engineering and Communication,North China University of Water Resources and Electric Power,Zhengzhou 450045,China
    2Engineering Technology Research Center for Structural Vibration Control and Health Monitoring of Henan Province,Zhengzhou 450045,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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