Review Paper Seismic Effect of Step Back Setback on Fundamental Period of RC Framed Buildings on Inclined Ground

Abstract

The aim of this study is to compare the outcome from dynamic method of earthquake analysis performed on reinforced concrete structures with 5 unusual configurations like, high rise building on plain ground, Step back building on 10 degree slope, Step back building on 20 degree slope, Step back building on 30 degree slope, Step back building on 40 degree slope, Step back Set back building on 10 degree slope, Step back Set back building on 20 degree slope, Step back Set back building on 30 degree slope and Step back Set back building on 40 degree slope are presented.