Behavior of Interior Slab-Column Connections under Lateral Load

횡하중을 받는 내부 슬래브-기둥 접합부의 거동

An experimental study was conducted to study the behavior of slab-column connections under lateral load. Test variables include gravity shear ratio$(V_g/V_o=0.3,\;0.5)$ and flexural reinforcement ratio of slab(p=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.