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논문 기본 정보

자료유형
학술저널
저자정보
Lee, Joonho (Dept. of Civil and Architectural Engineering, Sungkyunkwan University) Han, Seungho (Dept. of Civil and Architectural Engineering, Sungkyunkwan University) Kim, Jinkoo (Dept. of Civil and Architectural Engineering, Sungkyunkwan University)
저널정보
한국초고층도시건축학회 International journal of high-rise buildings International journal of high-rise buildings 제3권 제1호
발행연도
2014.1
수록면
9 - 19 (11page)

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In this study the seismic performances of reinforced concrete apartment buildings with Y- and box-shaped plans having central core are investigated. Three types of model structures are designed for each shape depending on the amount of shear partition walls: structures with all shear walls, structures with all columns except the core walls, and structures with shear walls and columns combined. The required amount of concrete to satisfy the specified design loads is the largest in the all shear wall structures, and decreases as more and more shear walls are replaced with columns. The amount of re-bars increased significantly in the flat plate structures. According to nonlinear static and dynamic analysis results, the structures with all shear walls and all columns turn out to have the largest and the smallest strengths, respectively. However it is observed that even the all-column structures with shear core have proper load resisting capacity for design level seismic load.

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