대각철근을 갖는 고성능 섬유보강 시멘트 복합체 연결보의 이력거동 평가

Cyclic Behavior of High-Performance Fiber-Reinforced Cement Composite Coupling Beam Having Diagonal Reinforcement
  • 권현욱
  • 전용률
  • 이기학
  • 신명수
  • 한상환

초록

Coupled shear walls can provide an efficient structural system to resist lateral force. However, the reinforcement detail for diagonally reinforced coupling beams required by ACI-318 often causes the difficulties in construction due to the reinforcement congestion and interference among reinforcement. This paper is to evaluate cyclic behavior of High-Performance Fiber-Reinforced Cement Composite (HPFRCC) coupling beams having reduced transverse reinforcement around the beam perimeter. Experimental test was conducted using three specimens having a beam aspect ratio 2.0. Test results showed that HPFRCC coupling beams with half of transverse reinforcement required by ACI-318 provided similar energy dissipation capacities compared with the coupling beams having reinforcement satisfy the requirement of ACI-318.

키워드

coupling beamcoupled shear walls systemdiagonal reinforcementhigh-performance fiber-reinforced cement compositecyclic behavior연결보병렬전단벽 시스템대각철근고성능섬유시멘트복합체cyclic behavior
제목
대각철근을 갖는 고성능 섬유보강 시멘트 복합체 연결보의 이력거동 평가
제목 (타언어)
Cyclic Behavior of High-Performance Fiber-Reinforced Cement Composite Coupling Beam Having Diagonal Reinforcement
저자
권현욱전용률이기학신명수한상환
DOI
10.4334/JKCI.2013.25.6.649
발행일
2013-12
저널명
콘크리트학회 논문집
25
6
페이지
649 ~ 656

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