Dynamic Analysis of Structure using Fluid Viscous Damper for Various Seismic Intensities
Daniel C1, Arunraj E2, Vincent Sam Jebadurai S3, Joel Shelton J4, Hemalatha G5
1Daniel C*, Department of Civil Engineering, Karunya Institute of Technology and Sciences, Coimbatore, India.
2Arunraj E, Department of Civil Engineering, Karunya Institute of Technology and Sciences, Coimbatore, India.
3Vincent Sam Jebadurai S, Department of Civil Engineering, Karunya Institute of Technology and Sciences, Coimbatore, India.
4Joel Shelton J*, Department of Civil Engineering, RGM College of Engineering and Technology, Kurnool, India.
5Hemalatha G, Department of Civil Engineering, Karunya Institute of Technology and Sciences, Coimbatore, India.
Manuscript received on October 17, 2019. | Revised Manuscript received on 26 October, 2019. | Manuscript published on November 10, 2019. | PP: 517-520 | Volume-9 Issue-1, November 2019. | Retrieval Number: J11160881019/2019©BEIESP | DOI: 10.35940/ijitee.J1116.119119
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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 Dynamic analysis for 5 Storey RC Structure with various seismic intensities are carried out in the present work. SAP 2000 Software considered the structure for modeling. Six ground acceleration for various intensities on MMI Scale to relate seismic response and seismic intensities. In the result, similar variation in storey displacement and base shear with intensities V, VI, VII, VIII, IX and X was witnessed. Through this we can conclude that RC Building using Time History analysis is essential to know if the structure is safe against seismic force or not.
Keywords: RC Buildings, Scaling, Seismic Responses, Time History Analysis
Scope of the Article: Energy Efficient Building Technology