To analyze the degree of damage to panel structures in reinforced concrete structures under continuous vibration we need to perform regression calculations on a large amount of data; therefore, we cannot determine the bearing capacity of such panels quickly and effectively enough to avoid building damage. Here to simplify the calculation process in the traditional method, a new method for analyzing the degree of damage to panel structures in reinforced concrete structures under continuous vibration is proposed. The parameters of the building materials, reinforcing material, panel cross-section, and unit material were determined and a finite element model of the reinforced concrete panel structure established. Through analysis of the internal and external forces that destroy panel structures under continuous vibration, the overall degree of failure of the panel was determined. The experiment results show that this new method can effectively determine the shear bearing capacity and flexural bearing capacity of panels, and thereby help avoid building damage due to panel structures losing their supporting force.