Earticle

초록

영어

The present study emphasizes the development of nonlinear model of shear behaviour of HPFRCC panel to apply in seismic retrofit of reinforced concrete buildings. To model the shear behaviour of HPFRCC panels, the original Modified Compression Field Theory (MCFT) for conventional reinforced concrete panels has been newly revised for reinforced HPFRCC panels. The proposed shear model of HPFRCC panel has been applied in the prediction of seismic retrofitted reinforced concrete buildings with infilled HPFRCC panels.

목차

Abstract
 1. 서론
 2. HPFRCC 평면요소의 전단예측모델
  2.1 HPFRCC-MCFT 모델
  2.2 HPFRCC 판넬의 2축 전단실험 비교
 3. HPFRCC 면내보강 RC 골조 비선형 모델
 4. HPFRCC 면내 보강 실험 및 해석비교
 5. 결론
 참고문헌

저자

• 조창근 [ Cho, Chang-Geun | 경북대 건설공학부 계약조교수, 공학박사 ]
• 하기주 [ Ha, Gee-Joo | 경일대 건축학부 교수, 사)건설기술정책연구원 원장, 공학박사 ]
• 김윤용 [ Kim, Yun-Yong | 충남대 토목공학과 교수, 공학박사 ]
• 이동렬 [ Yi, Dong-Ryul | 사)건설기술정책연구원, 대외협력팀장 ]

참고문헌