모달 퍼지 이론을 이용한 지진하중을 받는 구조물의 능동제어

Active control for Seismic Response Reduction using Modal-fuzzy Approach

  • 최강민 (한국과학기술원 건설및환경공학과) ;
  • 박규식 (한국과학기술원 건설및환경공학과) ;
  • 김춘호 (중부대학교 토목공학과) ;
  • 이인원 (한국과학기술원 건설및환경공학과)
  • 발행 : 2005.03.18

초록

An active modal-fuzzy control method using hydraulic actuators is presented for seismic response reduction. In the proposed control system, a new fuzzy controller designed in the modal space produces the desired active control force. This type controller has all advantages of the fuzzy control algorithm and modal approach. Since it is very difficult to select input variables used in fuzzy controller among an amount of state variables in the active fuzzy control system, the presented algorithm adopts the modal control algorithm which is able to consider more easily information of all state variables in civil structures that are usually dominated by first few modes. In other words, all information of the whole structure can be considered in the control algorithm evaluated to reduce seismic responses and it can be efficient for especially civil structures. In addition, the presented algorithm is expected to magnify utility and performance caused by efficiency that the fuzzy algorithm can handle complex model more easily. An active modal-fuzzy control scheme is applied together with a Kalman filter and a low-pass filter to be applicable to real civil structures. A Kalman filter is considered to estimate modal states and a low-pass filter was used to eliminate spillover problem. The results of the numerical simulations for a wide amplitude range of loading conditions show that the proposed active modal-fuzzy control system can be beneficial in reducing seismic responses of civil structures.

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