1997
DOI: 10.1016/s0924-4247(97)80270-1
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Gas damping of electrostatically excited resonators

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Cited by 46 publications
(33 citation statements)
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“…For a cantilever beam, the nth natural resonant frequency of vibration ω n is given by its characteristic function where γ n are 1.8751, 4.9641 and 7.8548 for the first three modes of fixed-free cantilevers, and are 4.7300, 7.8532 and 10.9956 for the first three modes of fixed-fixed (clamped) beams. As shown in equation (1), the quality factor, Q n , increases proportionally with the resonant frequency, ω n , for the same damping force c f .…”
Section: Gas Damping Modelsmentioning
confidence: 96%
“…For a cantilever beam, the nth natural resonant frequency of vibration ω n is given by its characteristic function where γ n are 1.8751, 4.9641 and 7.8548 for the first three modes of fixed-free cantilevers, and are 4.7300, 7.8532 and 10.9956 for the first three modes of fixed-fixed (clamped) beams. As shown in equation (1), the quality factor, Q n , increases proportionally with the resonant frequency, ω n , for the same damping force c f .…”
Section: Gas Damping Modelsmentioning
confidence: 96%
“…[4][5][6] In particular, the modeling of squeeze-film damping (SFD) of microstructures at a wide range of pressures is challenging due to the breakdown of conventional fluid dynamic models in the rarefied flow regime. The squeeze-film damping force is generated due to a small pressure difference between the top and bottom surfaces of a moving structure .…”
Section: -3mentioning
confidence: 99%
“…Note that the inertial nonlinearities due to in-plane rotation of the pedal about Z axis, terms with Γ , also result in mistuning the flexural mode natural frequency due to the nontrivial equilibrium position. The parameters ω 1 , ω 2 , R 1 , and R 2 in (28) and (29), and when used later in this section, are evaluated at the nominal dimensions () c .…”
Section: Averaged Equationsmentioning
confidence: 99%