Analysis of a Multistorey Building Resting on Sloping Ground in Different Seismic Zone and Comparison of Results

The structures are generally constructed on level ground; however, due to scarcity of level grounds the construction activities have been started on sloping grounds. There are two types of configuration of building on sloping ground, the one is step back and the other is step back setback. Structural analysis is mainly concerned with finding out the behavior of the structure when subjected to some action. In this project a R.C.C structure of (G+10) multi-storey building is studied for earthquake loads using ETABS software. Assuming that the material property, the linear static analysis is performed. These linear static analyses are carried out by considering severe seismic zones (zone-II, zone-III, zone-IV, and zone-V) and the behavior is assessed by taking types II soil condition. Different responses like bending moment, axial forces of various load combination and zones are studied. The seismic load has significant impact on bending moment and axial force.