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Paper Details
Paper Title
Vibration Control of Framed Structure Using Tuned Mass Damper
Authors
  Saurabh Chalke,  Prof P.V. Muley
Abstract
The current and modern constructions demands taller structures but these taller structures should have the adequate self weight because at the time of Earthquake the self weight of structure plays the essential role. Due to which structure should design and built with minimum possible weight but still we can’t minimize the sections to reduce the self weight as it will affect the safety criteria of sections therefore the alternative to control the vibration while Earthquake and wind excitation is by installing damper in the structure, to minimize the vibration and stabilize the structure under the dynamic condition. The passive tuned mass damper is widely used to control the harmonic and wind excitation. This paper represents the vibration control of framed structure using tuned mass damper by using Etabs 2015. The study deals with the analysis of G+51 storey structure without damper and with tuned mass damper and the comparison of the displacement and drift values under the dynamic condition.
Keywords- Earthquake, Wind Excitation, Tuned Mass Damper, Response Spectrum Analysis, Etabs
Publication Details
Unique Identification Number - IJEDR1703101Page Number(s) - 708-715Pubished in - Volume 5 | Issue 3 | August 2017DOI (Digital Object Identifier) -    Publisher - IJEDR (ISSN - 2321-9939)
Cite this Article
  Saurabh Chalke,  Prof P.V. Muley,   "Vibration Control of Framed Structure Using Tuned Mass Damper", International Journal of Engineering Development and Research (IJEDR), ISSN:2321-9939, Volume.5, Issue 3, pp.708-715, August 2017, Available at :http://www.ijedr.org/papers/IJEDR1703101.pdf
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