COMPARATIVE STUDY ON HIGH-RISE BUILDING DUE TO EFFECT OF LATERAL FORCES USING ETABS

Conventional slab and Post Tensioned slab structures of G+15 floors for an assumed architectural plan has been analyzed and compared by applying lateral forces i.e., seismic zone II and V and wind zone I and V respectively. The analysis has done using ETABS software for both the structures and compared the responses by obtaining results of base shear, maximum storey displacement, storey drift and storey shear. The limiting values for drift and displacement has been validated with Indian code provision for earthquake consideration and British code for wind consideration. The static and response spectrum analysis has done for seismic analysis to compare both method's results.