Passive vibration control
A comprehensive account concerning the vibration control of equipment and tools as well as sound. Addresses those passive means developed over the years to control and restrict the level of vibration which may be produced. The first section contains the background vibration theory essential to understanding the nature of structural vibration and the structural parameters on which vibration levels depend. The latter half is devoted to the three parameters which can be tuned: stiffness, mass and damping. Describes various methods of passive vibration control techniques. Results of the author's internationally renowned research on damping are included.
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The Response of Structures to Harmonic Forces
Receptance and Dynamic Stiffness
The Response of Structures to Prescribed Harmonic Motions
9 other sections not shown
acceleration acoustic amplitude approximately attenuation constant complex harmonic complex modulus components computed configuration considered corresponding coupling coupling loss curves cycle damper damping layer damping material dynamic stiffness effect elastic energy dissipated engine evanescent wave exciting force flexural rigidity flexural stiffness flexural wave frequency range friction harmonic displacement harmonic force high frequencies hysteretic increases inertia infinite beam isolator joint loss factor machine magnitude main structure main system mass matrix maximum mean-square modal modal loss mode modulus natural frequency ND frequency neutralizer nodal occur optimized optimum parameters peaks periodic beam power flow power transmissibility pressure field propagation proportional random ratio receiver beam reduced resonance frequency response rotational Section shear shear modulus shear stress shown simple simply supported spectral density spring stiffener strain stress thickness torsional transfer receptances transmitted undamped uniform values varies velocity vibration control vibration levels viscous wave motion wavelength wavenumber whole Young's modulus zero