Abstract：In order to study stress state, load capacity and deformation changes of concrete shear wall with single sleeve connection, the mechanical performance of precast concrete shear walls with different axial compression ratios, reinforcement ratios and material strength under horizontal monotonic loading were analyzed by using the finite element software ABAQUS. The results show that with the increasing of axial compression ratio, the stiffness of shear wall is increased, the ultimate strength capacity is firstly increased and then declined, and ductility performance becomes worse. With the increasing of concrete strength grade, the ultimate strength capacity of shear wall is increased, however the increasing range declines. The strength capacity of shear wall is slightly increased with the increase of steel strength. The ultimate strength capacity of shear wall is slightly increased with the increase of reinforcement ratio, however the ductility of shear wall is significantly improved.

Keyword：concrete shear wall;single sleeve connection;numerical simulation;