Earticle

초록

영어

In this study, experimental research was carried out to improve and evaluate the seismic performance of reinforced concrete beam-column joint using embedded CFRP rod and CFRP sheets in existing reinforced concrete building. Test result shows that retrofitting specimen(LBCJ-CR, CRC) designed by the improvement of seismic performance of reinforced concrete beam-column joints load-carrying capacities were increased 1.78～1.81 times in comparison with the standard specimen.

목차

Abstract
 1. 서론
 2. 매입형 탄소섬유봉과 탄소섬유쉬트를 보강한철근콘크리트 보-기둥 접합부의 내진성능 평가 실험
  2.1 실험계획
  2.2 실험체의 형태 및 변수
 3. 매입형 탄소섬유봉과 탄소섬유쉬트를 보강한철근콘크리트 보-기둥 접합부의 내진성능 평가
 4. 결론

저자

• 하기주 [ Ha, Gee-Joo | 경일대학교, 건축학부, 교수, 사)건설기술정책연구원 원장, 공학박사 ]
• 강현욱 [ Kang, Hyun-Wook | 경일대학교, 건축학부, 박사수료, 사)건설기술정책연구원 연구원 ] 교신저자

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