진동대 실험을 통한 강골조 구조물에 설치된 점탄성 감쇠기의 성능평가
(주)코리아스칼라
- 최초 등록일
- 2016.05.03
- 최종 저작일
- 2016.03
- 7페이지/ 어도비 PDF
- 가격 4,000원
* 본 문서는 배포용으로 복사 및 편집이 불가합니다.
서지정보
ㆍ발행기관 : 한국복합신소재구조학회
ㆍ수록지정보 : 복합신소재구조학회 논문집 / 7권 / 1호
ㆍ저자명 : 김진구, 서현수, 권민호, 임정희, 김진섭
목차
1. 서 론
2. 댐퍼 개발 및 실험
2.1 점탄성 댐퍼 개요
2.2 재료 시험
2.3 점탄성 댐퍼 제작
2.4 진동대 실험 장치
3. 실험 결과
3.1 백색파 실험
3.2 진동대 실험
4. 결 론
ACKNOWLEDGMENT
REFERENCES
영어 초록
It has been many efforts for reinforcement of existing structure since the number of earthquake has been increased world widely. Especially the occurrence of earthquake surrounding area of Korean peninsular is dramatically increased. Since the buildings in Korea have not been designed to carry the lateral and shear force caused by earthquake, the building will experience massive damages even under moderate earthquake. For this reason, the viscoelastic damper is proposed in this paper to enhance the earthquake resistance of a steel frame buildings. The viscoelastic dampers have been able to increase the overall damping of the structure significantly, hence improving the overall performance of dynamically sensitive structures. In this paper, Viscoelastic dampers designed are consists of FRP panel and viscoelastic material. In this paper, evaluate the performance of the viscoelastic damper through the experiment.
참고 자료
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