This review, like its 1987 predecessor, addresses response of a discrete, time-invariant, linear, multiple degree-of-freedom system which exhibits nonclassical damping, including active damping. Unlike a classically damped system, the modes are coupled (or complex). In the intervening decade, stability issues involving nonclassical damping have received attention in applications such as high speed mechanisms, active structural control, vehicle dynamics, and seismic isolation of ground structures. Much of the recent literature has concerned approximate modal decoupling. There have also been contributions to the accurate calculation of the coupled modes, to general stability issues such as gyroscopic stabilization, and to eigenvalue/response bounds. The present article is intended both as a survey of recent literature and as a brief exposition of selected contributions of a general nature.
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October 1996
Review Articles
Stable Response of Non-Classically Damped Mechanical Systems - II
David W. Nicholson,
David W. Nicholson
Department of Mechanical and Aerospace Engineering, University of Central Florida, Orlando FL 32816
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Baojiu Lin
Baojiu Lin
Department of Mechanical and Aerospace Engineering, University of Central Florida, Orlando FL 32816
Search for other works by this author on:
David W. Nicholson
Department of Mechanical and Aerospace Engineering, University of Central Florida, Orlando FL 32816
Baojiu Lin
Department of Mechanical and Aerospace Engineering, University of Central Florida, Orlando FL 32816
Appl. Mech. Rev. Oct 1996, 49(10S): S49-S54
Published Online: October 1, 1996
Article history
Online:
April 20, 2009
Citation
Nicholson, D. W., and Lin, B. (October 1, 1996). "Stable Response of Non-Classically Damped Mechanical Systems - II." ASME. Appl. Mech. Rev. October 1996; 49(10S): S49–S54. https://doi.org/10.1115/1.3101976
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