The concrete structural design effect of shear wall plays a supporting role in the safety of high-rise houses. In this paper, the shear wall assembly model of high-rise housing building is constructed, and the structural arrangement of the model is adjusted to optimize the design of shear wall force through trial calculation analysis. The time course analysis method is introduced to review the design results of the shear wall structure. Seismic tests are conducted on the house structure by selecting seismic waves. Evaluate the response performance of shear walls under earthquakes by means of seismic pattern decomposition reaction spectrum method and static elasticplastic analysis, and backward optimize the design of concrete structure. The changes in structural performance of the reinforcement measures proposed in the model can be accurately calculated using the 2 methods, seismic pattern decomposition response spectrum method and static elasto-plastic analysis method. The optimization of structural reinforcement resulted in a 42.5% reduction in maximum horizontal displacement, a 42.0% reduction in maximum inter-story displacement, a 25.8% reduction in maximum deflection angle, a 13.1% increase in maximum nodal shear force, and a 29.5% increase in maximum bending moment.
