2016
DOI: 10.3390/app6120397
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A Novel Hybrid Semi-Active Mass Damper Configuration for Structural Applications

Abstract: In this paper, a novel energy-and cost-efficient hybrid semi-active mass damper configuration for use in structural applications has been developed. For this task, an arrangement of both active and semi-active control components coupled with appropriate control algorithms are constructed and their performance is evaluated on both single and multi-degree of freedom structures for which practical constraints such as stroke and force saturation limits are taken into account. It is shown that under both free and f… Show more

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Cited by 38 publications
(26 citation statements)
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“…in which ξ 1 is the damping ratio correlated with the coefficient of restitution e, which is expressed by Equation (12), and ξ 2 is the damping ratio correlated with approaching velocity.…”
Section: Improved Hertz Contact-based Pounding Modelmentioning
confidence: 99%
See 1 more Smart Citation
“…in which ξ 1 is the damping ratio correlated with the coefficient of restitution e, which is expressed by Equation (12), and ξ 2 is the damping ratio correlated with approaching velocity.…”
Section: Improved Hertz Contact-based Pounding Modelmentioning
confidence: 99%
“…As a result, various schemes have been proposed to improve the TMD for better robustness and reliability [12]. For example, a nonlinear hysteretic damper has been supplemented for enhanced energy dissipation [13][14][15][16][17].…”
Section: Introductionmentioning
confidence: 99%
“…Various studies have been conducted on the development and implementation of control algorithms for vibration suppression [20]. Classical feedback control strategies receive considerable attention as no adaptation time or reference signal is needed.…”
Section: Introductionmentioning
confidence: 99%
“…Various studies have been conducted on the development and implementation of control algorithms for vibration suppression [22]. Classical feedback control strategies receive considerable attention as no adaptation time or reference signal is needed.…”
Section: Introductionmentioning
confidence: 99%