The basic building was evaluated by using nonlinear dynamic and static analysis. Also theThe building was also evaluated ifregarding the number of shear wallwalls reduced and replaced by beams and columns, building without setback and, when the location of the floor with the highest highheight changed, byusing nonlinear static analysis. The evaluation of the basic building showing thea nonlinear static analysis under estimate when compared within comparison to nonlinear dynamic analysis, and the building is deemed safe according to the nonlinear static and dynamic analysis. The nonlinear static analysis for other cases showed the buildingthat buildings without setback behave better when comparedin comparison to the basic building, while in the other cases the, roof displacement increased and base shear decreased, in case of changing the location of the floor with the highest highheight the maximum inter story concentrated at the level of this storeystory.