Comparison of seismic response of R.C. structures with and without exponential dampers.
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International Journal of Engineering Trends and Technology (IJETT) |  |
| © 2019 by IJETT Journal | ||
| Volume-67 Issue-5 |
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| Year of Publication : 2019 | ||
| Authors : Firdous Patel Anjum, Prof. L.G. Kalurkar |
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| DOI : 10.14445/22315381/IJETT-V67I5P229 |
Citation
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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[3] Ashish Badave, Vijay Singh Deshmukh, and Sudhir Kulkarni, “An Overview of Design, Behaviour and Applications of Tuned Mass Vibration Absorber”, Journal of Basic and Applied Engineering Research, Volume 1, Number 3; October, 2014 pp. 14-18.
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Keywords
Dampers, Earthquake, Response, Seismic activity, Time history analysis, ETABS.