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.
Keywords: SAP 2000, Glass Fiber Step back, Brick Infill, Sloping Ground