Analysis of a Tall Structure Considering Precast Hollow Flat and Pretensioning Slab Considering Lateral Load using ETABS
DOI:
https://doi.org/10.32628/IJSRCEKeywords:
Precast Hollow Core Slab, Storey Drift, Story Shear, Lateral DisplacementAbstract
As the number of residential, commercial, and institutional buildings increases, a substantial portion of the national capital and construction budget is allocated to the construction of concrete building structures. Precast Hollow Core Slabs (HCS) have, however, proven to be more desirable than RCC slabs in recent years due to the demand for affordable and speedy construction, and they have been suggested as a feasible substitute for RCC slabs. This study presents a comparative examination of a G+9 story structure employing three different slab types: post tensioned slab, precast hollow slab, and flat slab. All case studies are modeled and analyzed using the analytical program ETABS, and the outcomes are compared with respect to the parameters of storey displacement, storey shear, and base.
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