Abstract:To solve the problem of traditional anti-seismic crack design for building wall decoration, i.e., poor stability and a low strength reduction coefficient, a comprehensive seismic design method for building wall decoration based on the vibration method is proposed. Based on analysis of the structure of the wall used in this study, the seismic conceptual design of the building wall was carried out, and a wall structure model, oriented to data extracted, was constructed. According to the specific requirements of anti-seismic crack fortification for building wall decorations, and on the basis of an anti-seismic frame wall structure at the building bottom, the basic design method for the seismic reinforcement of wall decoration was developed. Combined with specific construction methods, the influences of stiffness, strength, and ductility of the wall structure were comprehensively considered, and the seismic cracking design of the wall decoration developed. Experimental results showed that the stability of the proposed method was 2% greater than that of the traditional method; under different densities, the maximum stress and strength reduction factors were much larger than those in the comparative method. This study fully demonstrated that, after reinforcement, improved resistance to shattering of the building wall decoration could be ensured.