Earticle

초록

영어

In this study, specimens, designed by reinforced concrete frame using the advanced seismic frame retrofitting system, were constructed and tested to improve the seismic performance of reinforced concrete buildings subjected to earthquake-tpye loadings, Six-story existing reinforced concrete buildings, applying the advanced frame retrofitting system were carried out to evaluate the seismic performance based on performance design. In the evaluation of seismic performance of the existing reinforced concrete buildings using the advanced frame retrofitting system by the performance based design, as a result of nonlinear static analysis of reinforced concrete structures, the story drift angle in the x- direction showed up to 14% reduction when applying the advanced seismic retrofitting system(RFKB-F, RFSR-G) compared to before reinforcement.

목차

Abstract
1. 서론
2. 고성능 골조보강시스템을 활용한 철근콘크리트 골조의 내진성능
2.1 실험체의 형상 및 변수
2.2 사용재료 특성
2.3 이력거동 특성
2.4 파괴모드
2.5 강도 및 연성능력
2.6 에너지 소산능력
3. 고성능 골조보강시스템을 활용한 성능설계기반 기존 철근콘크리트 건축물의 내진성능 평가 및 개선
3.1 개요
3.2 내진성능 평가를 위한 비선형 해석 모델 구축
3.3 내진성능 평가를 위한 비선형해석
4. 결론
REFERENCES

저자

• 하기주 [ Ha, Gee-Joo | 경일대학교 교수, 사)건설기술정책연구원 원장, 공학박사 ]
• 백승렬 [ Paek, Seung-Ryul | 주)단이앤씨구조사무소 대표이사, 경일대 박사과정 ]
• 전찬목 [ Jun, Chan-Mok | 주)우성이앤씨 대표이사, 경일대 박사과정 ]
• 이동렬 [ Yi, Dong-Ryul | 경일대학교 교수, 공학박사 ] Corresponding Author

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