횡하중을 받는 내부 슬래브-기둥 접합부의 거동

Abstract

An experimental study was conducted to study the behavior of slab-column connections under lateral load. Test variable include gravity shear ratio(V/V=0.3, 0.5) and flexural reinforcement ratio of slab(ρ=0.01, 0.015). Strength and ductility of tested specimens were evaluated in accordance with gravity shear ratios and slab reinforcement ratios. Shear stresses of Code`s equation at the critical section were also compared with experimental results.