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비보강 조적 끼움벽체를 가지는 철근콘크리트 골조 구조물 내진성능평가

Title
비보강 조적 끼움벽체를 가지는 철근콘크리트 골조 구조물 내진성능평가
Other Titles
Seismic Performance Evaluation of Reinforced Concrete Frame with Unreinforced Masonry Infill
Author
유은종
Keywords
내진성능평가; 철근콘크리트 골조 구조물; 조적 채움벽체; 비선형 정적해석; Seismic Performance Evaluation; Reinforced Concrete Frame; Masonry Infill Walls; Pushover Analysis; 공학 / Engineering; 건축공학
Issue Date
2012-12
Publisher
대한건축학회(The Architectural Institute of Korea)
Citation
대한건축학회논문집(구조계), 2012, 28(3), P.31-41, 11P.
Abstract
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.
URI
http://www.dbpia.co.kr/Article/NODE01815995http://hdl.handle.net/20.500.11754/50242
ISSN
1226-9107
Appears in Collections:
COLLEGE OF ENGINEERING[S](공과대학) > ARCHITECTURAL ENGINEERING(건축공학부) > Articles
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