공유형 동조질량감쇠기를 이용한 인접건물의 지진응답제어
(주)코리아스칼라
- 최초 등록일
- 2016.04.02
- 최종 저작일
- 2014.09
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서지정보
ㆍ발행기관 : 한국공간구조학회
ㆍ수록지정보 : 한국공간구조학회지 / 14권 / 3호
ㆍ저자명 : 김현수, 강주원
목차
Abstract
1. 서 론
2. 해석모델
2.1 예제구조물의 특성
2.2 지진하중
3. STMD의 다목적 최적설계
4. STMD의 지진응답 제어성능평가
5. 결 론
감사의 글
References
영어 초록
When adjacent tall buildings experience earthquake excitation, structural pounding may happen. In order to mitigate seismic pounding damage to adjacent structures, many studies have been done to date. Tuned mass dampers (TMD) are widely used for reduction of dynamic responses of building structures subjected to earthquake excitations. If a TMD is shared between adjacent buildings and it shows good control performance, it will be effective and economic means to reduce seismic responses of adjacent structures. In this study, control performance of a shared tuned mass damper (STMD) for seismic response reduction of adjacent buildings has been evaluated. For this purpose, two 8-story example buildings were used and multi-objective genetic algorithms has been employed for optimal design of the stiffness and damping parameters of the STMD. Based on numerical analyses, it has been shown that a STMD can effectively control dynamic responses and reduce the effect of pounding between adjacent buildings subjected to earthquake excitations in comparison with a traditional TMD.
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