원문정보
Linear Quadratic Gaussian Hybrid Control for a Structure Subjected to Seismic Excitation.
초록
영어
The purpose of this study is to investigate the effectiveness of a LQG Hybrid controller to suppress the earthquake disturbance for the building structure. The ground acceleration of N-S component of El-Centro earthquake is scaled to confirm that the building behaves within the elastic range. The tuned mass damper(TMD) on the top floor regulated by LQG algorithm
is designed to control the floor displacements. The displacement responses of the hybrid control are compared with those obtained from an active control along with a passive control. The results showed that the LQG hybrid control used approximately 50% less input forces than an active control to satisfy the performance criteria.
목차
1. 서론
1.1 연구의 배경 및 목적
1.2 연구의 방법 및 절차
2. 시스템 모델링
2.1 시스템의 운동방정식
2.2 시스템의 상태공간방정식
2.3 상태공간방정식의 해
3. 제어시스템 설계
3.1 수동 제어의 설계
3.2 능동 제어의 설계
4. 제어 응답 특성
4.1 수동적 제어시스템 설계에 따른 응답 특성
4.2 하이브리드 제어시스템 설계에 따른 응답 특성
5. 결론
참고문헌