ANALYSIS OF G+10 FLOOR BUILDINGS OF DIFFERENT GEOMETRICAL PLAN BY RESPONSE SPECTRUM METHOD USING STAAD PRO

The objective of this research is to analyze the seismic effect of the building of geometrical plan configurations and compare the analysis on various parameters i.e. axial forces, displacement, base shear, bending moment, shear force, support reaction etc. For this analysis response spectrum method has been selected and it is analyzed by using STAAD Pro software. In this analysis a regular square shape building in plan is analyzed and the same is compared with H-shape plan building. Also, all the data being used for this analysis are same i.e. size of column, beam, height of floors, etc. The results of this analysis have been compared using graphs and by graphical representation of displacement of both the buildings, axial forces, stress distribution through the height of the building etc. This analysis has been carried out to observe the effect on the stability of the building under seismic analysis and to make an ease in the selection of the shape of the building in the seismic zone.