횡보강근 양 감소에 따른 세장한 대각보강 연결보의 이력거동

Hysteretic Behavior of Slender Diagonally Reinforced Coupling Beam according to Reducing Transverse Reinforcement

초록

The objective of this study is to evaluate the hysteretic behavior of slender diagonally reinforced coupling beams and to simplify the reinforcement details of diagonally reinforced coupling beam by reducing the transverse reinforcement around the beam perimeter that is required for the confinement of diagonally reinforced coupling beam. Experiments were conducted using two diagonally reinforced concrete coupling beams with aspect ratio of 3.5 under reversed cyclic loads. Test results show that slender diagonally reinforced coupling beam specimens with 100% and 50% of the amount of transverse bars required by current design provisions had satisfactory deformation and strength capacities

키워드

대각보강 연결보형상비횡보강근반복가력Diagonally reinforced coupling beamAspect ratioTransverse reinforcementCyclic loading
제목
횡보강근 양 감소에 따른 세장한 대각보강 연결보의 이력거동
제목 (타언어)
Hysteretic Behavior of Slender Diagonally Reinforced Coupling Beam according to Reducing Transverse Reinforcement
저자
한찬희한상환
발행일
2016-04
유형
Proceeding
저널명
대한건축학회 학술발표대회논문집 - 2016년도 춘계
36
1
페이지
311 ~ 312