Cost Comparison of a Six Storey RC Building Subjected to Earthquake Forces Using Response Spectrum Analysis
Karthiga Shenbagam N1, Mohanraj A2, Dr. Babu K3
1Karthiga Shenbagam N, Assistant Professor Sr.Gr, Bannari Amman Institute of Technology, Sathyamangalam (Tamil Nadu), India.
2Mohanraj A, Assistant Professor, Bannari Amman Institute of Technology, Sathyamangalam (Tamil Nadu), India.
3Dr. Babu K, Assistant Professor, Bannari Amman Institute of Technology, Sathyamangalam (Tamil Nadu), India.
Manuscript received on 13 December 2018 | Revised Manuscript received on 22 December 2018 | Manuscript Published on 30 December 2018 | PP: 101-104 | Volume-8 Issue-2S, December 2018 | Retrieval Number: 100.1/ijeat.B10291282S18/18©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: A six storey RC framed structure was used for performing seismic analysis with shear wall placed at different locations. The analysis was carried out at different seismic zones and the results were compared. Shear wall has become the most common method in construction of structures subjected to seismic forces because it provides a greater lateral strength and stability when subjected to horizontal forces. Hence the buildings are modeled and designed using ETABS 2016 software and results are further predicted in a detailed manner by plotting various graphs as per IS1893-2002.
Keywords: Shear Wall, IS1893-2002, Linear Case, Non-linear Case, ETABs2016.
Scope of the Article: Building Energy