Experimental Study on the Shear Performance of Steel-Truss-Reinforced Concrete Beam-Column Joints
In order to study the influence Play Mat of the axial compression ratio and steel ratio on the shear-carrying capacity of steel-truss-reinforced beam-column joints, five shear failure interior joint specimens were designed.The effect of different coaxial pressure ratios (0.1, 0.2, and 0.3) and steel contents on the strain, ultimate bearing capacity