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논문검색

LMI 기법을 이용한 수동형 댐퍼 최적 설계

원문정보

Optimal Design of Passive Damper using Linear Matrix Inequality Approach

김의용, 이원호, 이경훈, 황재승

피인용수 : 0(자료제공 : 네이버학술정보)

초록

영어

The conventional design process for optimal location and capacity of dampers have some limitations in the light of efficient and economic design. In this study, it is proposed a more efficient damper design methodology by incorporating linear matrix inequality(LMI) under the assumption that the design of passive vibration control system can be equivalent to active control algorithm. For this purpose, it is shown that the damper capacity can be identical to the control gain of the output feedback, which is one of the active control algorithms, and the damper capacity can be estimated more efficiently by converting the control problem into the LMI problem. In order to verify the design process, the damper capacity was estimated for the 20-story structure by LMI technique, and the performance improvement was investigated by nonlinear dynamic analysis of the structure. Numerical results show that the damper capacity is determined similarly to the drift of the contributing mode, and the vibration reduction was satisfactory even at 80% of the total capacity which damper systems are installed in all floors.

목차

Abstract
1. 서론
1.1 연구배경 및 목적
1.2 연구범위 및 방법
2. 등가 댐퍼 치환
2.1 댐퍼의 에너지 소산 특성
2.2 설계 댐퍼의 등가치환
3. LMI에 의한 댐퍼 최적화
3.1 LMI 문제 설정
3.2 LMI 문제 전환
4. 수치해석에 의한 예제건물 검증
4.1 대상 구조물
4.2 최적 댐퍼용량 설정
5. 해석결과 비교분석
6. 결론
REFERENCES

저자정보

  • 김의용 Kim, EuiYong. 광운대학교 대학원 재난안전공학과, 박사과정
  • 이원호 YI, Waon-Ho. 광운대학교 건축공학과 교수, 공학박사
  • 이경훈 Lee, Kyoung-Hun. 소방청 중앙119구조본부 기획협력과, 사무관, 공학박사
  • 황재승 Hwang, Jae-Seung. 전남대학교 건축학과 교수, 공학박사

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자료제공 : 네이버학술정보

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