Comparison of Response of The Structures Against Seismic Force
D. Vinod1, P. Kodanda Ramarao2

1D.Vinod, M.Tech. Structural Engineering Research Scholar, Department of Civil Engineering, Gudlavalleru Engineering College, Gudlavalleru (Andhra Pradesh), India.
2P. Kodanda Ramarao, Professor and HOD, Department of Civil Engineering, Gudlavalleru Engineering College, Gudlavalleru (Andhra Pradesh), India.

Manuscript received on 18 August 2018 | Revised Manuscript received on 27 August 2018 | Manuscript published on 30 August 2018 | PP: 16-20 | Volume-7 Issue-6, August 2018 | Retrieval Number: F5429087618/18©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: The study of this paper is to assess the seismic vulnerability and response of regular and irregular shaped multi-storey building of same floor area 825 square meters. The regular building of rectangle shape is considered and irregular building of L shape structure is considered for the analysis. 11 storeyed regular (rectangular) shaped and irregular (L-shape) shaped buildings have been modeled using computer program ETABS 2016. Firstly the both rectangle and L shape buildings are analyzed with bare frame without any infill walls, later the rectangle and L shape buildings are analyzed by providing external infill walls around the plan of 10m×15m respectively. The analysis is done by Response spectrum method according to IS 1893(part 1): 2002. Comparative study on the maximum storey displacement, maximum storey drift and time periods of L and rectangular shaped building due to dynamic response spectrum has been explored. . From the results it is inferred that building with severe irregularity produces more deformation than regular building
Keywords: Irregularities, Response Spectrum Method, Infill Walls, ETABS.

Scope of the Article: Image Processing