With the continuous development of the construction industry at home and abroad, the dynamic time history analysis has become increasingly important, and the current level of analysis of the dynamic time history is not high enough, and the importance of research cannot be ignored. In order to solve the problem that the dynamic time history analysis of the building structure is not comprehensive and not thorough enough, this paper analyzes the dynamic time history of the building structure CAD and finds that the reinforced concrete frame structure can be more effective than the pure frame structure under the horizontal static load. The lateral displacement is limited; the seismic reinforcement effects of C/GFRP and CFRP fiber materials are compared respectively, and three different schemes are analyzed and compared: reinforcement of the first layer, reinforcement of the first to third layers, and reinforcement of all layers. Under the action of El seismic wave and Taft wave, the maximum interlayer displacement angle of C/GFRP, CFRP strengthened and unreinforced frame structures were used respectively. In this paper, the dynamic time history analysis in the building structure is studied. Based on the motion balance equation of a model under earthquake action, the Newmark-β method is used to analyze the dynamic time history and design in the building structure. The results are applied to the design of building structures to optimize the performance of building structures, and also provide a basis for the development and improvement of seismic design calculation methods for building structures.