2003
DOI: 10.1177/05831024030355002
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Active Structural Vibration Control: A Review

Abstract: In this paper we review essential aspects involved in the design of an active vibration control system. We present a generic procedure to the design process and give selective examples from the literature on relevant material. Together with examples of their applications, various topics are briefly introduced, such as structure modeling, model reduction, feedback control, feedforward control, controllability and observability, spillover, eigenstructure assignment (pole placement), coordinate coupling control, … Show more

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Cited by 190 publications
(124 citation statements)
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“…Such floors are more likely to exhibit vibration serviceability issues, if not explicitly considered, due to their slenderness and lower energy dissipation capability (Pavic et al 2002;Pavic et al 2007;Nyawako et al 2013). Slender floors require careful consideration of the overall dynamic behaviour of the building, and innovative methods have been utilised to satisfy vibration serviceability demands and increase the energy dissipation capability of such structures; these include increasing structural stiffness or reducing mass, passive and active vibration control (Yang & Soong 1988;Soong & Costantinou 1994;Alkhatib & Golnaraghi 2003;Datta 2003) and viscoelastic dampers (Saidi et al 2011).…”
Section: Introductionmentioning
confidence: 99%
“…Such floors are more likely to exhibit vibration serviceability issues, if not explicitly considered, due to their slenderness and lower energy dissipation capability (Pavic et al 2002;Pavic et al 2007;Nyawako et al 2013). Slender floors require careful consideration of the overall dynamic behaviour of the building, and innovative methods have been utilised to satisfy vibration serviceability demands and increase the energy dissipation capability of such structures; these include increasing structural stiffness or reducing mass, passive and active vibration control (Yang & Soong 1988;Soong & Costantinou 1994;Alkhatib & Golnaraghi 2003;Datta 2003) and viscoelastic dampers (Saidi et al 2011).…”
Section: Introductionmentioning
confidence: 99%
“…A survey on various control algorithms employed for active vibration control study for smart structures is presented by Alkhatib and Golnaragi [1]. In most of the reported works, classical constant gain velocity feedback (CGVF) control algorithm [8,13,14,21,23] is employed for active vibration control of smart beams and plates.…”
Section: Introductionmentioning
confidence: 99%
“…The element strain matrix can be expressed using the element nodal displacement vector 18,19 = zBd e ;…”
Section: The Element Dynamics Equationmentioning
confidence: 99%