Behavior of Multi- Storeyed Building for Flat Slab System with and Without Shear Wall under Seismic Loading
Mathew Paul1, K. Vasugi2, Noel Francis3
1Mathew Paul, School of Mechanical and Science, VIT Chennai, (Tamil Nadu). India.
2K Vasugi, Assistant Professor (Sr), School of Mechanical and Building Science, VIT, Chennai, (Tamil Nadu) India.
3Noel Francis, School of Mechanical and Science, VIT Chennai, (Tamil Nadu) India.
Manuscript received on 20 April 2019 | Revised Manuscript received on 24 May 2019 | Manuscript published on 30 May 2019 | PP: 1317-1321 | Volume-8 Issue-1, May 2019 | Retrieval Number: A3127058119/19©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: Multistoreyed buildings are used for both residential and commercial purposes, for commercial usage flat slab systems are adopted over traditional frame structures. This is due to reduced floor to floor height, use of space, easier formwork and shorter construction time. In the present work to improve the performance of the building, A G+12 storey flat slab building with drop and without drop are proposed for the seismic analysis. To resist the lateral loading due to earthquake, different types of shear wall such as concrete and perforated coupled shear walls are used in the structure. Both linear dynamic and non-linear dynamic analysis will be done using the software ETABS and the results will be compared
Keywords: Flat Slab, Shear Wall, Punching Shear, Storey Drift.
Scope of the Article: Design and Performance of Green Building