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Theory of Incomplete Models of Dynamic Structures

BERMAN, ALEX, FLANNELLY, WILLIAM G.·1971·AIAA Journal

Abstract

A method is presented for identifying parameters in a linear, discrete of a structure by using measured normal modes to modify an analytically derived model. The structure considered has a relatively large number of points of interest and a frequency range of interest influenced by a relatively small number of normal modes. The analytical which is introduced has fewer degrees of freedom (normal modes) than coordinates (points of interest). The parameters of this incomplete model are obtainable from the limited, but quantitative, test data, and the conceptually valid, but approximate, analytical data. The characteristics of this and methods of using it are discussed, in particular, means of computing the effects of mass and stiffness changes on natural frequencies and normal modes. Computer experiments illustrate these methods and demonstrate that such a can be useful and that the procedure is not overly sensitive to measurement errors.

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Metadata

Authors
BERMAN, A., & FLANNELLY, W. G.
Venue
AIAA Journal
Published
1971-08
Volume
9
Issue
8
Pages
1481-1487
ISSN
  • 0001-1452 (ISSN-L)
  • 1533-385X
OpenAlex
W1990748091
Cited by
202
References
0
FWCI
7.44
Type
journal article
Language
en
Open access
closed

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CoChat. (2026). Citation check: Theory of Incomplete Models of Dynamic Structures. https://app.cochat.ai/papers/10.2514/3.49950
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BERMAN, A., & FLANNELLY, W. G. (1971). Theory of Incomplete Models of Dynamic Structures. AIAA Journal. https://doi.org/10.2514/3.49950

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Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).

Semantic Scholar’s data is described in: Kinney, R., et al. (2023). The Semantic Scholar Open Data Platform. arXiv:2301.10140.