Abstract:The traditional method of achieving an anti-seismic effect in walls uses materials with low thermal conductivity and increases the thickness of wall. This method not only wastes energy, but also has poor seismic performance. Therefore, a seismic structure of glazed hollow bead insulation concrete shear wall was designed. A constitutive model of glazed hollow bead insulation concrete was constructed, and the theoretical data related to seismic structure was obtained. According to the obtained data, the seismic structural unit of the shear wall was selected. The shell element SHELL63 was selected as the seismic structural unit. According to the seismic structural material parameters and the seismic structural unit, ANSYS software was used to simulate the seismic structure of the glazed hollow bead insulation concrete shear wall. The experimental results showed that the designed building displayed good energy saving and seismic performance, and, thus, was of high practical value.