The development of structural systems for G+19 buildings has focused on the present .This present study attempts to demonstrate the functionality of a building using conventional and diagrid systems. The structure under inquiry has been constructed in accordance with 1893:2016 and is a G+19 reinforced concrete frame. To look at this, natural time history analysis, storey drift, storey displacement, base shear and stiffness of each floor has been performed by Etabs and Staad pro software.
Stiffness, Base Shear, Storey Drift, Etabs, Staad pro, software
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