A kind of self－centering steel frame beam－column joint is proposed. The characteristics of self－centering steel frame joint is that the interface between beam and column is able to open and close under seismic load, and the beam and column are connected by the channel steel and high strength bolts. Prestressed steel strand along the beam length direction is set to provide resilience. This paper uses Ansys to simulate the low cycle loading, and simulate the type of node trajectory under the action of earthquake motion. It is concluded that the seismic resistance of the frame beam－column joints is good through the analysis of M－θ_r and skeleton curve and the seismic performance for self－centering steel frame with web energy consumption is worth further study.