The mechanical model of slotted concrete shear wall filled with viscoelastic material is established in this paper.Based on the finite element software Abaqus

reinforced concrete shear walls with different forms are simulated.Through the elastic-plastic analysis under the same loading rate

the performance of the slotted shear wall filled with viscoelastic material

the monolithic wall and the shear wall are discussed.The influence of slot size on behavior of shear walls is also considered.The results show that ductility and energy dissipation of the slotted shear wall filled with viscoelastic material are well improved under the conditions of slight bearing capacity decreasing.The performance of bearing capacity reduce is better than the other two forms of walls.The performance of shear wall is mainly controlled by the length of slot filled with viscoelastic material

but not the slot width.