Sensitivity of Eigenvalues to Nonsymmetrical, Dissipative Control Matrices
Dissipation of energy in vibrating structures can be accomplished with a combination of passive damping and active, constant gain, closed loop control forces. The matrix equations are Mz¨+Cz˙+Kz=−Gz˙. With conventional viscous damping, the damping force is proportional to relative velocity, with Fi=...
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Main Author: | Vernon H. Neubert |
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Format: | Article |
Language: | English |
Published: |
Wiley
1993-01-01
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Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.3233/SAV-1993-1206 |
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