Manuscript Number : IJSRCE24818
Analysis of a Tall Structure Considering Precast Hollow Flat and Pretensioning Slab Considering Lateral Load using ETABS
Authors(3) :-Ayush Goyal, Mahroof Ahmed, Kishor Patil
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.
Ayush Goyal
P. G. Scholar, Department of Civil Engineering, S.D.B.C. Indore, Madhya Pradesh, India
Mahroof Ahmed
Associate Professor, Department of Civil Engineering, S.D.B.C. Indore, Madhya Pradesh, India
Kishor Patil
Associate Professor, Department of Civil Engineering, S.D.B.C. Indore, Madhya Pradesh, India
Precast Hollow Core Slab, Storey Drift , Story Shear, Lateral Displacement
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Publication Details
Published in : Volume 8 | Issue 1 | January-February 2024
Date of Publication : 2024-02-29
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 104-118
Manuscript Number : IJSRCE24818
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE24818
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