논문 상세보기
New buildings have been designed using different seismic design standards that have been revised. However, the seismic performance of existing buildings is evaluated through the same performance evaluation guidelines. Existing buildings may not satisfy the performance targets suggested in the current guidelines, but there are practical limitations to discriminating the existing buildings with poor seismic performance through a full investigation. In this regard, to classify buildings with poor seismic performance according to the applied standard, this study aimed to evaluate performance-based investigation of the seismic design proposals of buildings with different design standards. The target buildings were set as RC ordinary moment frames for office occupancy. Changes in seismic design criteria by period were analyzed, and the design spectrum changes of reinforced concrete ordinary moment resisting frames were compared to analyze the seismic load acting on the building during design. The seismic design plan was derived through structural analysis of the target model, compared the member force and cross-sectional performance, and a preliminary evaluation of the seismic performance was performed to analyze the performance level through DCR. As a result of the seismic performance analysis through the derived design, the reinforced concrete ordinary moment frame design based on AIK 2000 has an insufficient seismic performance level, so buildings built before 2005 are likely to need seismic reinforcement.
1. 서 론
2. 시대별 국내 내진설계기준 변화 분석
2.1 국내 건축물 내진설계기준의 변천사
2.2 지반 분류 체계의 변화
2.3 설계스펙트럼 산정식 변화
3. RC 보통모멘트골조의 설계스펙트럼 변화 분석
3.1 기본 설계스펙트럼 분석
3.2 철근콘크리트 보통모멘트골조의 설계스펙트럼 변화
4. 시대별 설계안의 내진성능평가
4.1 대상 건축물의 선정과 모델링
4.2 부재력 변화 분석
4.3 내진설계안 도출 및 분석
4.4 예비평가를 통한 설계안의 내진성능평가
5. 결 론
감사의 글
REFERENCES
