Now day, tall buildings have been widely used in semi-urban and urban areas of developed and developing countries,
as they provide large space for commercial or residential use. As per civil and structural Engineering concept a building consist
of different discontinuity related to mass, structural geometry, stiffness and et. al. This discontinuity imparts the irregularities in
the structure. Earthquake analysis performance of structure becomes really important under the effect of vertical irregularities.
For this study, analysis has been carried out on five different models having same base plan area of 30.00m x 30.00m and
structure height of 78.75m (i.e. G+20 Storied Structure), in which one is regular model without setbacks (Designated as Model
“0”) while four other models having setbacks at different positions.