Earticle

초록

영어

In this study, experimental research was carried out to improve the seismic performance of reinforced concrete interior beam-column joints using high performance mortar and advanced reinforcing detailings. Test result shows that retrofitting specimens(IJIR, IJIRCS, IJIRCSP) designed by the improvement of earthquake-resistant performance and ductility using high performance mortar and advanced reinforcing detailings could attained more maximum load-carrying capacities and stable hysteretic behavior. The maximum load-carrying capacities of each specimens were increased 1.14~1.22 times in comparison to standard specimen.

목차

Abstract
 1. 서론
 2. 고강도 철근콘크리트 내부 보-기둥 접합부의 실험
  2.1 실험체의 형태 및 변수
  2.2 실험체 장치 및 실험방법
 3. 고강도 철근콘크리트 내부 보-기둥 접합부의 구조성능 평가
 4. 결론
 참고문헌

저자

• 하기주 [ Ha, Gee Joo | 경일대학교, 건축학부, 교수, 사)건설기술정책연구원원장, 공학박사 ]
• 이동렬 [ Yi, Dong Ryul | 경일대학교, 건축학부, 겸임교수, 사)건설기술정책연구원책임연구원 ]
• 홍건호 [ Hong, Kun Ho | 경일대학교, 건축학부, 박사수료, 사)건설기술정책연구원선임연구원 ] 교신저자
• 강현욱 [ Kang, Hyun Wook | 경일대학교, 건축학부, 박사과정, 사)건설기술정책연구원연구원 ]

참고문헌