Earticle

초록

영어

The control performance in active control system can be drastically deteriorated when the modeling errors and the uncertainties existing in the seismic disturbances are disregarded in the designing stage. It can even throw the system into unstable phase, resulting in out of control against the excitations. The purpose of the study is to investigate the control effectiveness of a non-linear control system called sliding mode controller in cooperation with a Tuned Mass Damper System subjected to the three seismic excitations selected from the FFT analysis.

목차

Abstract
 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 비선형제어기 슬라이딩 모드제어기 설계본 구조물의 상태 공간 방정식은 다음과 같다.
 4. 제어 응답 특성
  4.1 수동적 제어시스템 설계에 따른 응답 특성
  4.2 하이브리드 제어시스템 설계에 따른 응답 특성
  4.3 불확실한 외란에 대한 SMC 의 응답
  4.4 수학적 모델의 불확실성에 대한 SMC의 응답
 5. 결론
 참고문헌

저자

• 김조은 [ Kim, Jo-Eun | 동의대학교 대학원 석사과정 ]
• 이진호 [ Lee, Jin-Ho | 동의대학교 건축공학과 교수 ]

참고문헌