EFFECT OF FRICTION DAMPER IN RCC FRAMED STRUCTURES ON SLOPING GROUND

Authors

  • Priyanka Baraker PG Student, Department of Civil Engineering, B.L.D.E. Association’s V.P.Dr.P.G.Halakatti College of Engineering and Technology, Vijayapura,
  • M.Q. Patel Assistant Professor, Department of Civil Engineering, B.L.D.E. Association’s V.P.Dr.P.G.Halakatti College of Engineering and Technology, Vijayapura

Keywords:

Friction Damper, Non-linear static analysis, Energy Dissipation, Seismic Response, Tall Buildings

Abstract

Generally Buildings are designed to resist the strong earthquake motion. These activities will cause loss of lives, collapse or damage of structures. To resist earthquake motion structures are to be strengthened by some techniques like Base Isolation Techniques, Dampers etc. In the recent years dampers are becoming more popular because of safety of structures, vibration control of structures due to seismic hazards, and inexpensive design. The present study includes structures with symmetrical plan and structures with horizontal irregular plan of G+7 stories on sloping ground considering earthquake Zone III with and without Friction Damper are
modeled and analyzed using ETABs 2015 Computer package. The results obtained are in the form of displacement, storey drift, and storey shear for buildings with and without Friction Damper. The buildings which are having Friction Damper are safer than the buildings which are not having Damper

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Published

2018-08-22

How to Cite

Baraker, P. ., & Patel, M. (2018). EFFECT OF FRICTION DAMPER IN RCC FRAMED STRUCTURES ON SLOPING GROUND. International Journal of Technical Innovation in Modern Engineering & Science, 4(8), 1211–1218. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/1188

Issue

Vol. 4 No. 8 (2018): Vol. 4 No. 8: Volume 4 Issue 8 (August-2018)

Section

Articles