1995
DOI: 10.1016/0263-8231(95)93617-u
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Vibration attenuation of panel structures by optimally shaped viscoelastic coating with added weight considerations

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Cited by 18 publications
(6 citation statements)
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“…The whole system is symmetrical with respect the mid-line of the beam. The extended platform end of the beam is free and the other end is elastically supported by artificial translational and rotational springs [20,21], the stiffness of which can be adjusted to achieve various boundary conditions. The damping of both the beam and the damping layer are taken into account through complex stiffness E, i.e., E =E (1+iη), where η is the damping loss factor, assigned differently to the beam and the damping layer.…”
Section: Modelling Of a Beam With A Modified Thickness Profile And Exmentioning
confidence: 99%
“…The whole system is symmetrical with respect the mid-line of the beam. The extended platform end of the beam is free and the other end is elastically supported by artificial translational and rotational springs [20,21], the stiffness of which can be adjusted to achieve various boundary conditions. The damping of both the beam and the damping layer are taken into account through complex stiffness E, i.e., E =E (1+iη), where η is the damping loss factor, assigned differently to the beam and the damping layer.…”
Section: Modelling Of a Beam With A Modified Thickness Profile And Exmentioning
confidence: 99%
“…The whole system is assumed symmetrical with respect the mid-line of the beam. The non-uniform end of the beam is free and the other end is elastically supported by artificial translational and rotational springs [19,20], the stiffness of which can be adjusted to achieve various boundary conditions. For example, if the stiffnesses of the translational and rotational springs are both set to be extremely high compared with that of the beam, a clamped boundary is achieved.…”
Section: Modeling Proceduresmentioning
confidence: 99%
“…The procedure for deriving the generalized mass and stiffness matrices of the plate ͑i.e., the main structure͒ with boundary springs and generalized force are explained in Ref. 16. It should be noted that the effect of the auxiliary structures are modeled through the term E p cp , which should be further analyzed.…”
Section: Methodology and Coupling Representationmentioning
confidence: 99%