Base shear variation for irregular G+6, G+9 and G+12 structures in seismic zones IV and V for three soil types

It is attempted to expand upon the understanding on structure’s behaviour when seismic force, which one of predominant lateral forces, applied structure. The base shear calculated and compared for various variable parameters. For three soil types contrasted while varying building heights an irregularly planned structure in zones: IV V. structures’ are taken as follows: G+6, G+9, G+12 storey height 3m. Concluded observations talks about amount variation altered. While G+9 structures behaved identically, G+6 medium soft soils fetched same results.