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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2011.9
- 수록면
- 53 - 60 (8page)
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초록· 키워드
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A seismic performance evaluation methodology developed as part of the SAC Joint Venture has been applied to various building systems. Among them, RC shear wall buildings as a lateral load resisting system with flat plate system as a gravity load resisting system have been evaluated using the methodology. Since the performance evaluation was executed based on approximation of various parameters, however, the results can be variable if different approximation is applied. Therefore, it needs to understand the factors to affect the performance of RC shear wall buildings with flat plate and to investigate the sensitivity of the factors to the performance. In this study, the factors were story drift limit of shear wall, deformation mode of flat plate column, and shear reinforcing of flat plate slab. The results showed that the performance was highly affected by change of the factors. Specially, besides RC shear wall itself, the behavior of flat plate column and slab is very significant because they behaves simultaneously with RC shear wall.
목차
Abstract
1. 서론
2. FEMA 355F의 내진성능평가
3. 붕괴 정의
4. 해석 결과
5. 결론
참고문헌
참고문헌 (10)
참고문헌 신청
대한건축학회 / 2009 / 건축구조설계기준
ASCE/SEI 7-10 / 2010 / Minimum Design Loads for Buildings and Other Structures / American Society of Civil Engineers
Kim, T / 2007 / Application of FEMA methodology to RC shear wall buildings governed by flexure / Engineering Structures 29(10):2514~2522
Federal Emergency Management Agency (FEMA) / 2000 / State of the art report on performance prediction and evaluation of steel moment-frame buildings
International Code Council (ICC) / 2006 / International building code / International Code Council, Inc
ASCE/SEI 7-10 / 2010 / Minimum Design Loads for Buildings and Other Structures / American Society of Civil Engineers
Kim, T / 2007 / Application of FEMA methodology to RC shear wall buildings governed by flexure / Engineering Structures 29(10):2514~2522
Federal Emergency Management Agency (FEMA) / 2000 / State of the art report on performance prediction and evaluation of steel moment-frame buildings
International Code Council (ICC) / 2006 / International building code / International Code Council, Inc
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