Analysis and design of tall structure using monolithic construction

Abstract

In the seismic design of buildings, reinforced concrete structural walls, or shear walls, act as major
earthquake resisting members. Concrete walls are provided for the additional gravity force resistant. The properties of
these seismic shear walls dominate the response of the buildings, and therefore, it is important to evaluate the seismic
response of the walls appropriately. In these paper conventional, monolithic with external walls structural systems and
monolithic with internal wall system for G+20, G+25, G+30 storey was studied with the help of ETABS v 15 analysis
and design. Additional Parameters like Lateral displacement, storey drift are calculated for both the structures. we
concluded that there is drastic improvement in the monolithic structure as compared to conventional structure in term of
strength as well as cost.