Earticle

초록

영어

In this study, specimens, designed by reinforced concrete infilled shear wall using the advanced seismic retrofitting technology, were constructed and tested to improve the seismic performance of reinforced concrete buildings subjected to earthquake-tpye loadings, Six-story existing buildings, applying the advanced seismic retrofitting technology 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 seismic retrofitting technology 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 16% reduction when applying the advanced seismic retrofitting technology(RWXHC) compared to before reinforcement.

목차

Abstract
1. 서론
2. 고성능 철근콘크리트 골조면내 전단벽보강시스템의 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 에너지소산능력
3. 고성능 내진보강기술을 활용한 성능설계기반철근콘크리트 건축물 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 ]
• 조효식 [ Cho Hyo-Sik | 사)건설기술정책연구원 연구위원, 공학박사, 기술사 ]
• 이동렬 [ Yi, Dong-Ryul | 경일대학교 건축학부 교수, 공학박사 ] Corresponding Author

참고문헌