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A Rayleigh-Ritz approach, previously shown to apply to the free vibration of beam systems and rectangular plate systems, is applied to the free vibrational problem of systems comprised of circularly cylindrical, thin shells and thin annular or circular plates.
Static structural and free vibrational analysis were performed.
This paper presents the free vibrational characteristics of isotropic coupled conical cylindrical shells.
Results obtained include the first ten free vibrational modes for both fixed and hinged end conditions.
The in-plane free vibrational analysis of symmetric cross-ply laminated circular arches is studied using both the Timoshenko and Bernoulli Euler beam theories.
The digital image correlation technique was used to measure the free vibrational responses along the beams in air and water, respectively.
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They also analyzed free vibration and vibrational displacements of thick laminated curved panels with finite length resting on two-parameter elastic foundations based on the three-dimensional elasticity theory.
As a first endeavor, the three-dimensional free vibration and vibrational displacements characteristics of two-dimensional functionally graded fiber-reinforced (2-D FGFR) curved panels with different boundary conditions are presented.
Carrera Unified Formulation (CUF) is used to perform free-vibrational analyses of rotating structures.
The Carrera Unified Formulation (CUF) is used to perform free-vibrational analyses of functionally graded (FG) structures.
Given one or more vibrational modes of a membrane, the free vibration equation can be applied to infer the mass surface density.
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