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Performance Evaluation of Decentralized Control Algorithm of a Full-scale 5-story Structure Installed with Semi-active MR Damper Excited by Seismic Load

준능동 MR감쇠기가 설치된 실물크기 구조물의 분산제어 알고리즘 성능평가

  • 윤경조 (단국대학교 건축공학과) ;
  • 박은천 (단국대학교 건축공학과) ;
  • 이헌재 (한국과학기술원 토목환경공학과) ;
  • 문석준 (한국기계연구원) ;
  • 민경원 (단국대학교 건축공학과) ;
  • 정형조 (한국과학기술원 토목환경공학과) ;
  • 이상현 (단국대학교 건축공학과)
  • Published : 2008.02.20

Abstract

In this study, seismic response control performance of decentralized response-dependent MR damper which generates the control force using only the response of damper-installed floor, was experimentally investigated through the tests of a full-scale structure installed with large MR dampers. The performance of the decentralized control algorithm was compared to those of the centralized ones such as Lyapunov, modulated homogeneous friction, and clipped-optimal control. Hybrid mass damper were controlled to induce seismic response of the full-scale structure under El Centro earthquake. Experimental results indicated that the proposed decentralized MR damper provided superior or equivalent performance to centralized one in spite of using damper-installed floor response for calculating input voltage to MR damper.

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Cited by

  1. Real-time Semi-active Vibration Control in Cable-stayed Bridges by Shear-type MR damper and Clipped-optimal Control Algorithm vol.20, pp.2, 2016, https://doi.org/10.5000/EESK.2016.20.2.113