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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2023.10
- 수록면
- 760 - 763 (4page)
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초록· 키워드
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Since the establishment of the Seismic Retrofit General Plan in 2011, seismic performance assessment has been actively conducted for the seismic retrofitting of existing public facilities and school buildings. However, performance assessment of unreinforced masonry buildings in South Korea is limited to linear analysis owing to the limited deformation capacity of the materials. This study developed an analysis model of unreinforced masonry walls for the performance assessment of buildings constructed with such walls. The proposed model involves fiber elements with pinching effects based on the stress–strain curve of masonry elements. The performance of the analysis model was validated by comparing its results with experiment results from existing research. The proposed nonlinear analysis model adequately simulated the rigidity and maximum load capacity of unreinforced masonry walls and accurately predicted their limited deformation capacity.
목차
Abstract
1. 서론
2. 파이버요소를 사용한 해석모델 제안
3. 기존의 조적벽체 실험결과와 비선형동적해석결과 비교 분석
4. 결론
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