Influence of Flouting Column on the Seismic Analysis of High Rise Building

Now a day’s lots of multistory buildings are constructed with floating column for aesthetic point of view and for getting more space at parking areas for movement. But such building are highly get damaged during earthquake in highly seismic zone as compared to normal building. In this paper present study about analysis of the building considered is a multistory building having G+4, G+7 and G+9 structures. Building with and without floating column in highly seismic zone III and IV. Models are created such as floating column 4 Bay & 15 Story Structure. Linear static and time history analysis are carried models of seismic parameter such as Analysis results in the form of base shear, displacements, bending moment and support reactions at the ends have been drawn. Comparative analysis of results in terms of maximum moments in columns and beams, base shear, displacements, support reactions at the ends, story drift and CPU time. Modeling and analysis done by using STADD-PRO. software.