2012
DOI: 10.1155/2012/983576
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Free Vibration of Rectangular Plates with Attached Discrete Sprung Masses

Abstract: Abstract.A direct approach is used to derive the exact solution for the free vibration of thin rectangular plates with discrete sprung masses attached. The plate is simply supported along two opposite edges and elastically supported along the two other edges. The elastic support can represent a range of boundary conditions from free to clamped supports. Considering only the compatibility of the internal forces between the plate and the sprung masses, the equations of the coupled vibration of the plate-spring-m… Show more

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Cited by 10 publications
(6 citation statements)
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“…Thus, the problems of solving the modal parameters (eigenfrequencies and eigenvectors) of the floor can be translated into those of solving eigenvalues from equation 7. 21 According to equation 7, one can find that the eigenfrequencies of the floor are affected by the stiffness of the elastic supports. Therefore, tuning the stiffness of the elastic supports will change the eigenfrequencies of the floor, and the eigenfrequencies of the floor may shift from its original frequency range of the resonance.…”
Section: Floor Vibration Reduction Analysismentioning
confidence: 99%
See 2 more Smart Citations
“…Thus, the problems of solving the modal parameters (eigenfrequencies and eigenvectors) of the floor can be translated into those of solving eigenvalues from equation 7. 21 According to equation 7, one can find that the eigenfrequencies of the floor are affected by the stiffness of the elastic supports. Therefore, tuning the stiffness of the elastic supports will change the eigenfrequencies of the floor, and the eigenfrequencies of the floor may shift from its original frequency range of the resonance.…”
Section: Floor Vibration Reduction Analysismentioning
confidence: 99%
“…The differential equation of the wood plank can be written as follows 21 where 4=4/x4+24/x2y2+4/y4 is the differential operator; wtrue(x,ytrue) is the vertical displacement of the floor; D is the bending stiffness of the floor; ρ is the density of the floor material; trueh¯ is the thickness; ω is the circular frequency. Boundary conditions are introduced to solve equation (5).…”
Section: Floor Vibration Reduction Analysismentioning
confidence: 99%
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“…Depending on the types of structural elements (rod and shell), two methods were developed, namely asymptotic and variational, which are presented by Le [7] from a mathematical point of view, emphasizing the formulation of boundary-value problems. Zhou [8] presents an exact solution of free vibration of a thin rectangular plate attached with sprung masses based on differential equations.…”
Section: Introductionmentioning
confidence: 99%
“…It is therefore important for design engineers to have a broad understanding on the dynamic behaviour of thin plate when submerged in fluid and when it is rested on an elastic foundation. In the study of free vibration of rectangular plates, Zhous and Ji [1] applied exact method to determine the analytical solution. Merneedi and Raonalluri [2] investigated vibration analysis of plate with cut-out using semi-analytical method.…”
Section: Introductionmentioning
confidence: 99%