Smart Structures and Systems

  • 제24권1호
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  • Pages.95-110
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  • 2019
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  • 1738-1584(pISSN)
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  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Studies on vibration control effects of a semi-active impact damper for seismically excited nonlinear building

  • Lu, Zheng (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University) ;
  • Zhang, Hengrui (Department of Disaster Mitigation for Structures, Tongji University) ;
  • Masri, Sami F. (Sonny Astani Department of Civil and Environmental Engineering, University of Southern California)
  • 투고 : 2019.02.28
  • 심사 : 2019.03.10
  • 발행 : 2019.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

The semi-active impact damper (SAID) is proposed to improve the damping efficiency of traditional passive impact dampers. In order to investigate its damping mechanism and vibration control effects on realistic engineering structures, a 20-story nonlinear benchmark building is used as the main structure. The studies on system parameters, including the mass ratio, damping ratio, rigid coefficient, and the intensity of excitation are carried out, and their effects both on linear and nonlinear indexes are evaluated. The damping mechanism is herein further investigated and some suggestions for the design in high-rise buildings are also proposed. To validate the superiority of SAID, an optimal passive particle impact damper ($PID_{opt}$) is also investigated as a control group, in which the parameters of the SAID remain the same, and the optimal parameters of the $PID_{opt}$ are designed by differential evolution algorithm based on a reduced-order model. The numerical simulation shows that the SAID has better control effects than that of the optimized passive particle impact damper, not only for linear indexes (e.g., root mean square response), but also for nonlinear indexes (e.g., component energy consumption and hinge joint curvature).

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China

참고문헌

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