With 3 one-second scale joint specimens tested under monotonic and cyclic loadings with high axial compression ratio, failure characteristics and mechanical properties of Steel Reinforced Concrete Column-Steel Beam Joint (SRCS) are studied. The SRCS joint has better ductility and load capacity; the cracking load and ultimate bearing capacity are improved, the energy dissipation raises, and the brittle fracture is avoided. The feasibility of employing Horizontal Shear Force Plate (HSP) which partially replaces stirrup in the core part of joint is also analyzed. The joint with HSP has better seismic properties and easier construction.