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

Firdous Patel Anjum; Prof. L.G. Kalurkar

doi:https://doi.org/10.14445/22315381/IJETT-V67I5P229

Research Article | Open Access | Download PDF

Volume 67 | Issue 5 | Year 2019 | Article Id. IJETT-V67I5P229 | DOI : https://doi.org/10.14445/22315381/IJETT-V67I5P229

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

Firdous Patel Anjum, Prof. L.G. Kalurkar

Citation :

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 (IJETT), vol. 67, no. 5, pp. 172-179, 2019. Crossref, https://doi.org/10.14445/22315381/IJETT-V67I5P229

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.

Keywords

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

References

[1] Shubham Mishra, Learin Mathew, “Case study of tuned mass damper and modelling of gyroscopic damper for corresponding effect”, International Journal of Applied Research , July 2015, 1(9), pp-219-221.
[2] Bandivadekar T.P, Jangid R.S, “Mass Distribution of multiple tuned mass dampers for vibration control of structures”, International Journal of civil and structural engineering, Vol.3,No.1,2012,pp. 70-84
[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.
[4] Shashank, R. Bedekar, Prof. Rakesh Shinde, “Time History Analysis of High Rise Structure using Different Accelerogram”, International Journal for Scientific Research & Development (IJSRD), Vol. 3, Issue 04, 201. PP: 1108-1111.
[5] Hyun-Su Kim, Young-Jinn, Kim, “Control Performance Evaluation of Shared Tuned Mass Damper”, Advanced Science and Technology Letters, Vol.69 (Architecture and Civil Engineering 2014), pp.1-4