Linear free vibrations are completely characterized by their eigen-frequencies and eigenmodes. However, in engineering applications the amplitudes of a vibrating system have to be bounded, too. The information on the amplitudes of linear vibrations is available from the general solution for each set of initial conditions, which usually are unknown vector quantities. The initial energy is a scalar quantity which is used to identify the amplitude bounds of arbitrarily damped linear vibrating systems.
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Brief Notes
1.
Mu¨ller, P. C., and Schiehlen, W. O., 1985, Linear Vibrations, Martinus Nijhoff Publishers, Dordrecht, The Netherlands, pp. 136.
2.
Nicholson
D. W.
1987
, “Response Bounds for Nonclassically Damped Mechanical Systems Under Transient Loads
,” ASME JOURNAL OF APPLIED MECHANICS
, Vol. 54
, pp. 430
–433
.3.
Thomson, W. T., 1988, Theory of Vibration with Applications, London Allen & Unwin, Sydney, Australia, pp. 178.
4.
Yae
K. H.
Inman
D. J.
1987
, “Response Bounds for Linear Underdamped Systems
,” ASME JOURNAL OF APPLIED MECHANICS
, Vol. 54
, pp. 419
–423
.
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