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A remark about the decoupling approximation of damped linear systems. (English) Zbl 1258.70034

Summary: A common approximation in the analysis of non-classically damped systems is to ignore the off-diagonal elements of the modal damping matrix. This procedure is termed the decoupling approximation. Contrary to widely accepted beliefs, it is shown numerically that over a finite range, errors due to the decoupling approximation can continuously increase at any specified rate while the modal damping matrix becomes more and more diagonal.

MSC:

70J35 Forced motions in linear vibration theory

References:

[1] Ajavakom, N., 2005. Coordinate Coupling and Decoupling Approximation in Damped Linear Vibratory Systems, Ph.D. Thesis, Department of Mechanical Engineering, University of California at Berkeley.
[2] Berman, A., Plemmons, R.J., 1994. Nonnegative Matrices in the Mathematical Sciences, SIAM Series on Classics in Applied Mathematics. · Zbl 0815.15016
[3] Caughey, T. K.; O’kelly, M. E. J.: Classical normal modes in damped linear dynamic systems, ASME journal of applied mechanics 32, 583-588 (1965)
[4] Clough, R. W.; Mojtahedi, J.: Earthquake response analysis considering non-proportional damping, Earthquake engineering and structural dynamics 4, 489-496 (1976)
[5] Graham, A.: Nonnegative matrices and applicable topics in linear algebra, (1987) · Zbl 0625.15011
[6] Horn, R. A.; Johnson, C. R.: Matrix analysis, (1985) · Zbl 0576.15001
[7] Meirovitch, L.: Analytical methods in vibrations, (1967) · Zbl 0166.43803
[8] Morzfeld, M., Ajavakom, N., Ma, F., in press. On the decoupling approximation in damped linear systems. Journal of Vibration and Control. · Zbl 1272.70085
[9] Sestieri, A.; Ibrahim, S. R.: Analysis of errors and approximations in the use of modal co-ordinates, Journal of sound and vibration 177, No. 2, 145-157 (1994) · Zbl 0945.70526 · doi:10.1006/jsvi.1994.1424
[10] Tsai, H. C.; Kelly, J. M.: Non-classical damping in dynamic analysis of base-isolated structures with internal equipment, Earthquake engineering and structural dynamics 16, 29-43 (1988)
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