지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2011.1
- 수록면
- 85 - 94 (10page)
이용수
초록· 키워드
오류제보하기
The current seismic design code uses a displacement-based design scheme for structural designs of special shear walls in tall buildings. But the displacement-based design in the design code does not consider contributions of yield deformation. In this study, the contributions of yield deformation to total deformation of the special shear wall was analyzed through numerical parametric analyses. Since general tall building structures consist of moment frames as well as shear walls, the effect of moment frames on yield deformation was analyzed. For RC tall buildings, the yield deformation of the wall increased as the building height increased and reached more than 30% of total deformation. Also, as the rigidity of moment frames increased and the cantilever behavior of wall was more restricted, the yield deformation decreased. Therefore, based on the numerical results, the evaluation method for the yield deformation of shear walls was proposed considering interactions with moment frames, and the existing design equation for special shear wall was modified based on the proposed method for evaluating yield deformation.
목차
Abstract
1. 서론
2. 벽체의 변형능력 평가와 특수전단벽 설계기준
3. 고층 RC벽체의 항복변형 평가
4. 항복변형을 고려한 특수전단벽 설계기준개선
5. 결론
참고문헌
참고문헌 (16)
참고문헌 신청
대한건축학회 / 2009 / 건축구조기준 및 해설
American Concrete Institute Committee 318 / Building Code Requirements for Structural Concrete, ACI 318-08 and ACI 318R-08 / Farmington Hills
ASCE / 2006 / Minimum Design Loads for Buildings and Other Structures / ASCE/SEI 7-05
Wallace, J.W. / 1994 / A New Methodology for Seismic Design of Reinforced Concrete Shear Walls / Journal of Structural Engineering 120(3):863~884
Wallace, J.W. / 1995 / Seismic Design of RC Structural Walls. Part I: New Code Format / Journal of Structural Engineering 121(1):75~87
American Concrete Institute Committee 318 / Building Code Requirements for Structural Concrete, ACI 318-08 and ACI 318R-08 / Farmington Hills
ASCE / 2006 / Minimum Design Loads for Buildings and Other Structures / ASCE/SEI 7-05
Wallace, J.W. / 1994 / A New Methodology for Seismic Design of Reinforced Concrete Shear Walls / Journal of Structural Engineering 120(3):863~884
Wallace, J.W. / 1995 / Seismic Design of RC Structural Walls. Part I: New Code Format / Journal of Structural Engineering 121(1):75~87
이 논문의 저자 정보
이 논문과 함께 이용한 논문
여의도 리첸시아 초고층 건축물 시공사례
이승철
,
정환욱
콘크리트학회지
2003
.03
초고층 RC 건축물의 재료 및 시공기술
이승훈
,
왕인수
,
이한승
콘크리트학회지
2004
.05
전통한옥과 신한옥의 가진 크기에 따른 동적응답특성 평가
이슬기
,
김영민
,
노지은
외 2명
대한건축학회 논문집 - 구조계
2013
.01
건설장비의 최적 운송경로 탐색 방법론 개발
이동은
,
곽한성
,
손창백
대한건축학회 논문집 - 구조계
2012
.12
개방형 BIM 데이터 품질관리 체계화 방법에 관한 연구
권오철
,
조찬원
,
조주원
대한건축학회 논문집 - 구조계
2012
.02
최근 본 자료
댓글(0)
0
UCI(KEPA) : I410-ECN-0101-2012-540-004014191