Comparison of seismic response of R.C. structures with and without exponential dampers.

  IJETT-book-cover  International Journal of Engineering Trends and Technology (IJETT)          
  
© 2019 by IJETT Journal
Volume-67 Issue-5
Year of Publication : 2019
Authors : Firdous Patel Anjum, Prof. L.G. Kalurkar
  10.14445/22315381/IJETT-V67I5P229

MLA 

MLA Style: Firdous Patel Anjum, Prof. L.G. Kalurkar "Comparison of seismic response of R.C. structures with and without exponential dampers." International Journal of Engineering Trends and Technology 67.5 (2019):172-179.

APA Style: Firdous Patel Anjum, Prof. L.G. Kalurkar (2019). Comparison of seismic response of R.C. structures with and without exponential dampers. International Journal of Engineering Trends and Technology,67(5),172-179.

Abstract
In this study the effect of exponential dampers on the performance of reinforced concrete structures has been studied. Time history analysis has always been considered as a very important and useful tool for analysis especially when the response of the structure is non-linear. Hence Time history analysis was used for the analysis in this study. A G+10 storied building with exponential dampers was compared to similar bare framed building for its performance under seismic action.

Reference
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Keywords
Dampers, Earthquake, Response, Seismic activity, Time history analysis, ETABS.