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  4. An analytic comparison regarding steady-state damping performance between the twin rotor damper and a dynamic vibration absorber
 
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An analytic comparison regarding steady-state damping performance between the twin rotor damper and a dynamic vibration absorber

Publikationstyp
Conference Paper
Date Issued
2017-07
Sprache
English
Author(s)
Bäumer, Richard  
Terrill, Richard  
Starossek, Uwe 
Institut
Baustatik B-4  
TORE-URI
http://hdl.handle.net/11420/2136
First published in
Lecture notes in civil engineering  
Number in series
5 LNCE
Start Page
557
End Page
567
Citation
Lecture Notes in Civil Engineering (5): 557-567 (2018)
Contribution to Conference
7th International Conference on Experimental Vibration Analysis for Civil Engineering Structures (EVACES) 2017  
Publisher DOI
10.1007/978-3-319-67443-8_48
Scopus ID
2-s2.0-85060202374
Publisher
Springer
ISBN
978-3-319-67442-1
978-3-319-67443-8
A novel active mass damper, the twin rotor damper (TRD), was presented in previous research, including control algorithms for monofrequent vibrations. In this paper, the steady-state damping performance is evaluated by applying a harmonic excitation force to a single degree of freedom (SDOF) oscillator with and without the action of the damping device. Using the velocity of the SDOF oscillator as feedback, adequate steady-state damping performance can be achieved with the TRD by setting the control force of the TRD in antiphase to the velocity of the SDOF oscillator. An analytic solution describing the steady-state damping performance is derived. The analytic solution allows for the comparison with a dynamic vibration absorber (DVA) of comparable size (stroke) and control mass. The analytic comparison shows that the TRD achieves greatly better damping performance than the DVA.
DDC Class
600: Technik
690: Hausbau, Bauhandwerk
Funding(s)
Aktive Schwingungskontrolle  
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