合成桁，混合構造，ずれ止め (1)

[CS6-31] Push-Out Test of Steel-Concrete Composite Slab using Angle Shape Shear Connector considering the Effect of Plate Thickness and Support Conditions of Bottom Steel Plate

*Takaaki Ishii¹, Koichi Asano¹, minata ryuichi¹, kusakawa kotaro¹, yusuke imagawa², osamu oyama² (1. Sumitomo Mitsui Construction Steel Structures Engineering Co., Ltd., 2. Osaka Institute Of Technology)

Keywords:Steel-Concrete Composite Slab, Angle Shape Shear Connector, push-out test, Shear Strength, Shear Connections Constant