The lateral load such as earthquake is to be classified as live horizontal forces acting on the structure depending on the building’s geographic location, height, shape and structural material. In this study, a multi-story Glass fiber reinforced panel and Brick-infill step back and step back-set back building has been modeled and performed by using software SAP 2000 (ver.16.0) constructed on a sloping ground having 10 stories. The model has been conducted and analyzed in SAP 2000 program using static nonlinear method for comparing and investigating the changes in structural behavior subjected to seismic load. The result of the analysis for displacement and base shear have been studied and compared for all the structure models resting on slope and it was presenting in graphical and tabular form. Keywords: SAP 2000, Glass Fiber Step back, Brick Infill, Sloping Ground