In the present era, the fight against natural disasters, including earthquakes, is one of the concerns of scientists in the field of civilization. The most important effect that separates the seismicity on the structure is the decrease in the response of the acceleration of the structure with the increase of the periodicity of the structure. In this study, structures with Different Lateral Resistant Systems such as braced frame, moment frame, shear wall, Dual moment frame with shear wall And Dual moment frames with bracing Designed as 3, 5 and 8 floors. Then, seismic parameters in each of the structures are obtained by analyzing the history of the time which can conclude that the maximum percentage of reduction of the base Shear occurs in buildings with a shear wall of 70% and the minimum percentage occurs in structures with a moment frame is 50%. Also, the that the maximum percentage of reduction of the acceleration occurs in buildings Moment frames with bracing as much as 60 percent, the minimum percentage occurs in structures with a Moment frame of 40%. Also, the that the maximum percentage of reduction of the drift occurs in buildings Moment frames with bracing as much as 80 %, the minimum percentage occurs In structures with a Moment frame of 60%.