Earticle

초록

영어

In this study, experimental research was carried out to evaluate the reinforced performance of the reinforced concrete beam retrofitted by strengthening methods(steel plate, FRP sheet, embedded FRP rod) in existing reinforced concrete buildings. Test results showed that the maximum load carrying capacity of retrofitted specimens(BS30, BCR-1, BCFS) were increased by 14% ～ 35% in comparison with the standard specimen BSS.

목차

Abstract
 1. 서론
 2. 매입형 FRP봉 보강공법과 기존보강공법으로 보강한철근콘크리트 보의 보강성능 평가 실험
  2.1 실험계획
  2.2 실험체의 형태 및 변수
 3. 매입형 FRP봉 보강공법과 기존보강공법으로 보강한철근콘크리트 보의 보강성능 평가
 4. 결론
 참고문헌

저자

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

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