ANALYSIS OF POST-TENSIONED AND RCC FLAT SLABS IN MULTISTOREY FRAMED STRUCTURES BY USING ETABS SOFTWARE
| Author(s) | : | Darsana.P.M, Bhavya.B.S |
| Institution | : | M Tech student, Department of Civil Engineering, Vedavyasa Institute of Technology, Malappuram Dt, Kerala, India |
| Published In | : | Vol. 5, Issue 4 — April 2018 |
| Page No. | : | 2098-2106 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Today Post-tensioning is a mature technology, providing efficient, economic and elegant structural solutionsfor a wide range of applications. Post-tensioned flat slab could be a better option compared to RCC flat slab, in respectof the cost of project and time of construction.The aim of this project is to compare the behaviour of RCC flat slabs, Posttensioned flat slabs and conventional structure and also to analyze the behaviour of Post-tensioned flat slab structurewith and without shear walls under seismic effect.In multi-storey framed structures flat slabs have weak resistance to thelateral loads. So to provide stiffness to structures against lateral forces shear walls are used. In this paper, a study of 15storey building in zone IV is considered, and a comparative analysis of conventional structure with Post-tensioned andRCC flat slab is done to determine various parameters like base shear, storey drift, and displacement. Also, the buildingis analyzed with Post-tensioned flat slab by changing various location of shear wall. ETABS 2016 software is used forthe analysis.
Darsana.P.M, Bhavya.B.S, “ANALYSIS OF POST-TENSIONED AND RCC FLAT SLABS IN MULTISTOREY FRAMED STRUCTURES BY USING ETABS SOFTWARE”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 5, Issue 4, pp. 2098-2106, April 2018.
