Earticle

초록

영어

In this study, experimental research was carried out to evaluate the structural performance of reinforced concrete beam-column joint using steel plate, carbon fiber, and aramid fiber materials in existing reinforced concrete building.
Test result shows that Retrofitting specimen (LBCJ-SP45, LBCJ-CS1, LBCJ-AF1) designed by the improvement of structural performance and ductility using various materials(steel plate, carbon fiber sheet, and aramid fiber sheet) could attained more load-carrying capacity and stable hysteretic behavior.
The load-carrying capacity of each specimen was increased 25.8~49.5% in comparison to standard specimen.

목차

Abstract
 1. 서론
 2. 철근콘크리트 외부 보-기둥 접합부의 실험
  2.1 실험체의 형태 및 변수
  2.2 실험체 장치 및 실험방법
 3. 철근콘크리트 외부 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 ]
• 하영주 [ Ha, Young Joo | 사)건설기술정책연구원책임연구원 ]
• 홍건호 [ Hong, Kun Ho | 경일대학교, 건축학부, 박사수료, 사)건설기술정책연구원선임연구원 ]
• 김진환 [ Kim, Jin-Hwan | 경일대학교, 건축학부, 석사과정, 사)건설기술정책연구원연구원 ]
• 강현욱 [ Kang, Hyun Wook | 경일대학교, 건축학부, 석사과정, 사)건설기술정책연구원연구원 ]

참고문헌