At present， the joint shear wall structure is common in high-rise buildings in China， and the hybrid limb shear wall structure is one of them. It can make full use of the respective advantages of concrete and steel， and has great ductility and can meet larger shear demand. However， due to the large ductility of the wall limbs， the design method and seismic performance are complicated. The hybrid limb shear wall structure is not widely used in engineering practice. Therefore， it is of great significance to study the design method and seismic performance of the hybrid limb shear wall structure. In this paper， an energy balance plastic design method different from the traditional method is adopted. The method comprehensively considers the force， deformation and energy consumption of the structure， and can pre-control the yield mechanism and deformation size of the structure. This paper based on energy balance plastic design method. 12 hybrid coupled shear wall examples are designed and static Push-over analysis is carried out in finite element software. The static pushover curves of 12 examples are obtained. The results show that 12 examples can realize the ideal yielding mechanism， and ensure that the joint beam first yields and the wall is yielded after the structural failure. From the perspective of structural bearing capacity， the structure can also meet the higher seismic requirements.