SEISMIC ANALYSIS OF REGULAR AND IRREGULAR MULTI-STOREY BUILDINGS BY USING STAAD-PRO

The behaviour of the G+7 multi-storey building of regular and irregular design under earthquake is problematical, and the variations of wind loads are implicit to act consecutively with earthquake loads. In this paper, a multi-storey residential building studied for earthquake and wall loads using response spectrum method and STADD PRO. For performing dynamic analysis, a material having linear static property as assumed. These analysis are carried out by considering different seismic zones, and for each zone, the behaviour assesses by taking the Soft Soil. A different response for displacements of base shear, storey drift is plotted for different zones for different types of soils