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Showing papers on "Modal testing published in 1972"


Proceedings ArticleDOI
01 Feb 1972

3 citations


01 Dec 1972
TL;DR: In this paper, the damped equations of motion were formulated as a linear perturbation of the undamped equations for light structural damping, which avoided the complex eigenvalue problem.
Abstract: The damping method was applied successfully to real structures as well as analytical models. It depends on the ability to determine an appropriate modal damping matrix for each substructure. In the past, modal damping matrices were assumed diagonal for lack of being able to determine the coupling terms which are significant in the general case of nonproportional damping. This problem was overcome by formulating the damped equations of motion as a linear perturbation of the undamped equations for light structural damping. Damped modes are defined as complex vectors derived from the complex frequency response vectors of each substructure and are obtained directly from sinusoidal vibration tests. The damped modes are used to compute first order approximations to the modal damping matrices. The perturbation approach avoids ever having to solve a complex eigenvalue problem.

3 citations


Proceedings ArticleDOI
01 Feb 1972
TL;DR: In this paper, several methods are presented for developing proportional substructure damping matrices from modal test data, and the relative merits of these procedures are discussed, and one procedure is recommended.
Abstract: Several methods are presented for developing proportional substructure damping matrices from modal test data. Examples demonstrate the significance of the nonuniqueness of the resulting proportional damping matrices. Several alternate modal synthesis procedures are presented for the systematic calculation of system modal damping from substructure damping information. The relative merits of these procedures are discussed, and one procedure is recommended.

2 citations