| 논문명 |
비보강 조적 끼움벽체를 가지는 철근콘크리트 골조 구조물 내진성능평가 / Seismic Performance Evaluation of Reinforced Concrete Frame with Unreinforced Masonry Infill |
| 저자명 |
조원선(Cho, Won-Sun) ; 이상현(Lee, Sang-Hyun) ; 정란(Chung, Lan) ; 김혜진(Kim, Hye-Jin) ; 김승진(Kim, Seung-Jin) ; 유은종(Yu, Eun-Jong) |
| 발행사 |
대한건축학회 |
| 수록사항 |
대한건축학회논문집 구조계, v.28 n.03 (2012-03) |
| 페이지 |
시작페이지(31) 총페이지(11) |
| ISSN |
12269107 |
| 주제분류 |
구조 |
| 주제어 |
내진성능평가 ; 철근콘크리트 골조 구조물 ; 조적 채움벽체 ; 비선형 정적해석//Seismic Performance Evaluation ; Reinforced Concrete Frame ; Masonry Infill Walls ; Pushover Analysis |
| 요약2 |
Unreinforced masonry infill walls have been frequently used as interior partitions and exterior walls in RC moment frame structures in Korea for a long time. In the seismic design and evaluation of RC moment frames, the masonry infill walls have been usually treated as non-structural elements and ignored in analytical model. In this study, the parametric nonlinear static (pushover) analyses and experimental tests are performed on RC frame with/without unreinforced masonry infill walls. The effects of column shear strength, beam-column stiffness ratios and the amount of axial force applied on the column, are investigated in numerical analyses. Numerical analysis and experimental results indicate that the masonry infill increases the stiffness and strength, but reduces ductility. |
| 소장처 |
대한건축학회 |