Active/passive Vibration Control and Nonlinear Dynamics of Structures: Presented at the 1997 ASME International Mechanical Engineering Congress and Exposition, November 16-21, 1997, Dallas, Texas
William Walker Clark
American Society of Mechanical Engineers, Jan 1, 1997 - Science - 218 pages
The results of two symposia. The first, represented by 11 papers, present current analytical, numerical, and experimental results in all aspects of passive, active, hybrid, and semi-active damping methods applied to controlling structural vibrations in engineering applications.
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VIBRATION CONTROL VIA ACTIVEPASSIVE DAMPING METHODS
NONLINEAR DYNAMICS AND STOCHASTIC MECHANICS
absorber Active Constrained Layer Active/Passive Vibration Control algorithm amplitude analysis applied APPN APPN-EACL beam behavior bifurcation boundary bubbles cantilever cantilever-spring array confinement Constrained Layer Damping contact law Control and Nonlinear control set corresponding damper DE-Vol displacement dynamic system effect eigenvalues elastic energy experimental filter finite element friction global Glocker harmonic input integral invariant Journal of Sound linear localization factors Lyapunov exponents magnetic bearing mass matrix mechanical method MIMSC modal forces natural frequency Nonlinear Dynamics numerical objective function optimal control orbit oscillations parameters passive control performance perturbation phase space piezoelectric plate power absorption power spectral density prediction probability density function problem ratio region resonant layer respectively response rotating rotor semi-active shown in Figure simulation solution Sound and Vibration stable stable manifold stiffness stochastic layer Structures ASME 1997 subharmonic TIMSC tion tube tube/ACLD values vector velocity viscoelastic white noise