원문정보
Analysis Model of Seismic-performance Improved RC Frames Systems Retrofitted by HPFRCC Infilled Walls
피인용수 : 0건 (자료제공 : 네이버학술정보)
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
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
저자정보
참고문헌
자료제공 : 네이버학술정보