In order to analyze the seismic performance of a new type of coupled shear wall with enhanced concealed bracings, an experimental study of the seismic performance was conducted. The structure stiffness and its deterioration process, bearing capacity, ductility, energy dissipation, failure mechanism and failure feature were analyzed systematically. Comparison with the existing research results shows that high damping concrete coupled shear wall with enhanced concealed bracings is more effective than RC coupled shear wall with concealed bracings.