Summary
The eigen characteristics of a dynamical system offer a vector sub-space suitable for performing canonical transformations on the system of equations of the structural dynamics problems being considered. While the concept is mathematically fully developed for both damped and undamped systems, practitioners — at all levels — tend to indiscriminately use the system’s normal modes as a basis for applications containing nonproportional damping. Such a practice in most cases is a reasonable approximation and results in small, if not infinitesimal, errors. However, with the increase of sophistication and accuracy requirements in certain applications of modal analysis, these approximations must be fully analyzed and understood.
In this paper, emphasis is directed to some specific applications for which it is generally a common practice to use normal, or undamped, modes as a vector subspace for use with nonproportionally damped system. These are:
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a)
Expansion of measured mode shapes for use in model updating procedures.
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b)
Computation of normal modes from identified complex mode shapes.
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c)
Response calculations and modal filtering.
Detailed background on complex modes is presented. Commonly used transformations are examined and error models are derived and quantified.
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© 1999 Springer Science+Business Media Dordrecht
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Ibrahim, S.R. (1999). Existence and Normalization of Complex Modes for Post Experimental Use in Modal Analysis. In: Silva, J.M.M., Maia, N.M.M. (eds) Modal Analysis and Testing. NATO Science Series, vol 363. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-4503-9_21
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DOI: https://doi.org/10.1007/978-94-011-4503-9_21
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