The prefabricated concrete wall panel structure is composed of precast concrete wall panels and cast-in-place edge members. The prefabricated wall panels are connected with the foundation grout by cement mortar, and the overlapping steel bars connected to the edge members are reserved on both sides, and the edge members are No steel bars pass through the horizontal joint joints and the upper and lower layers of steel are penetrated. The three-layered wall with the same size is subjected to the fixed axial compression ratio and the low-cycle repeated load test. The force process and failure mode of the wall are compared. The steel strain, hysteresis performance, bearing capacity, ductility performance, stiffness degradation and energy dissipation capacity of the wall were analyzed. The results show that the through-crack is formed between the bottom of the wall and the foundation beam at the end of loading, but the wall does not have a large displacement, but the bending failure occurs at the bottom. Finally, the concrete under the edge member is broken and the steel is exposed; the crack distribution of the wall The extension law corresponds to the strain gauge data, the bearing capacity is high, the ductility meets the requirements of use, the stiffness degradation is smoother and faster, and it has a certain energy consumption capacity, which meets the seismic requirements of low-rise buildings.