Hysteretic tuned mass dampers for structural vibration mitigation

The hysteresis exhibited by short steel wire ropes is shown to lend itself as an effective restoring force for nonlinear monodirectional tuned mass dampers. Experiment-driven modeling based on the identified hysteretic restoring forces together with continuation tools enables an optimal design of th...

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Published inJournal of sound and vibration Vol. 333; no. 5; pp. 1302 - 1318
Main Authors Carpineto, Nicola, Lacarbonara, Walter, Vestroni, Fabrizio
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 28.02.2014
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ISSN0022-460X
1095-8568
DOI10.1016/j.jsv.2013.10.010

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Abstract The hysteresis exhibited by short steel wire ropes is shown to lend itself as an effective restoring force for nonlinear monodirectional tuned mass dampers. Experiment-driven modeling based on the identified hysteretic restoring forces together with continuation tools enables an optimal design of these dampers through construction of families of frequency–response curves over a wide range of excitation amplitudes. Semi-analytical/numerical and experimental studies are carried out considering a base-excited test structure represented by a simply supported beam together with a prototype of the hysteretic damper subject to either harmonic or filtered Gaussian white noise excitations. •Hysteretic absorbers made of steel wire ropes and clamped moving masses are proposed.•Absorbers with softening or softening-hardening hysteretic forces are analyzed.•Superior performance is shown for absorbers with softening-hardening hysteresis.•High vibration reduction is proved experimentally for a simply supported beam.
AbstractList The hysteresis exhibited by short steel wire ropes is shown to lend itself as an effective restoring force for nonlinear monodirectional tuned mass dampers. Experiment-driven modeling based on the identified hysteretic restoring forces together with continuation tools enables an optimal design of these dampers through construction of families of frequency–response curves over a wide range of excitation amplitudes. Semi-analytical/numerical and experimental studies are carried out considering a base-excited test structure represented by a simply supported beam together with a prototype of the hysteretic damper subject to either harmonic or filtered Gaussian white noise excitations. •Hysteretic absorbers made of steel wire ropes and clamped moving masses are proposed.•Absorbers with softening or softening-hardening hysteretic forces are analyzed.•Superior performance is shown for absorbers with softening-hardening hysteresis.•High vibration reduction is proved experimentally for a simply supported beam.
The hysteresis exhibited by short steel wire ropes is shown to lend itself as an effective restoring force for nonlinear monodirectional tuned mass dampers. Experiment-driven modeling based on the identified hysteretic restoring forces together with continuation tools enables an optimal design of these dampers through construction of families of frequency-response curves over a wide range of excitation amplitudes. Semi-analytical/numerical and experimental studies are carried out considering a base-excited test structure represented by a simply supported beam together with a prototype of the hysteretic damper subject to either harmonic or filtered Gaussian white noise excitations.
Author Vestroni, Fabrizio
Carpineto, Nicola
Lacarbonara, Walter
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  email: vestroni@uniroma1.it
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Snippet The hysteresis exhibited by short steel wire ropes is shown to lend itself as an effective restoring force for nonlinear monodirectional tuned mass dampers....
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SubjectTerms Beams (structural)
Dampers
Excitation
Hysteresis
Renovating
Structural vibration
Vibration
Vibration dampers
Title Hysteretic tuned mass dampers for structural vibration mitigation
URI https://dx.doi.org/10.1016/j.jsv.2013.10.010
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https://www.proquest.com/docview/1671608589
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Volume 333
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