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Title |
Analytical Study on the Seismic Capacity for Existing Masonry Building in Korea
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Keywords |
비보강 조적조 ; 유한요소해석 ; Push-over 해석 ; 내진성능 ; 파괴모드 unreinforced masonry ; finite element method ; push-over analysis ; seismic capacity ; failure mode |
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Abstract |
In this study, FEM analysis has been performed based on the results from domestic experimental researches regarding to material and member characteristics of masonry. After validation of reliability for the used FEM analysis method, this study is progressed the evaluation of seismic capacity for existing prototype masonry building in Korea. According to the evaluation for the prototype masonry building, the horizontal shear force and the average shear stress are similar to those of previous studies.
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