In the modern world of structural engineering design of structures subjected to earthquake promotes a need of developing simple and practical methods for estimating seismic demands of structures. These methods are based on their behavior which is to be predicted prior to design. Researchers are implementing various static as well as dynamic, linear as well as nonlinear to predict the performance of the structure. This study aims towards performing incremental dynamic analysis of structures using SAP 2000 subjected to several scaled ground motions scaled using SEISMOMATCH 2016. This procedure is followed by the pushover curves plotted for each structural model. The 5, 12 and 18 story moment resisting RC frames are used for study which is located in the highly active seismic region of north India. Due to improper knowledge of seismic hazards buildings designed using modern principles observe earlier failure. This leads to loss of property as well as lives.