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Correlation of Experimental and Analytical Inelastic Responses of A 1:12 Scale 10-Story Masonry-Infilled Reinforced Concrete Frame
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 Title & Authors
Correlation of Experimental and Analytical Inelastic Responses of A 1:12 Scale 10-Story Masonry-Infilled Reinforced Concrete Frame
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 Abstract
In many structures, the masonry infill panels have been used for architectural reasons and their influence on the structure is often ignored by engineers. However, it has been recognized that the presence of masonry infills may debates. Recently, the pushover analysis technique is used for the prediction of the inelastic behaviors of structures in the seismic evaluation of existing buildings. However, the reliability of this analysis method has not been fully checked with the test results, particularly in the case of masonry-infilled frames. The objective of this study is to verify the correlation between the experimental and analytical reponses of a high-rise masonry-infilled reinforced concrete frame using DRAIN-2DX program and the test results performed previously. It is concluded from this comparison that the strength and stiffness of members can be predicted with quite high reliability while the ductility capacity of members can not be described reasonably.
 Keywords
pushover analysis;inelastic behavior;Masonry-infilled frame;correlation of experiment and analysis;DRAIN-2DX;
 Language
English
 Cited by
1.
1:12축소 10층 철근콘크리트 골조-벽식 구조의 비선형 거동에 대한 실험과 해석의 상관성,이한선;김상호;

한국콘크리트학회논문집, 2000. vol.12. 6, pp.119-126 crossref(new window)
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