Results obtained by minimising natural frequency and MAC-value errors of a plate model

Mechanical Systems and Signal Processing

Volumn 17, Issue 1, 2003, Pages 55-64

  Bohle, K ^a   Fritzen, C P ^a  

^a UNIVERSITY OF SIEGEN   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

ERROR ANALYSIS; FINITE ELEMENT METHOD; NATURAL FREQUENCIES; SENSITIVITY ANALYSIS; STRUCTURAL ANALYSIS;

ERROR LOCALIZATION TECHNIQUES;

PLATES (STRUCTURAL COMPONENTS);

EID: 0037269412     PISSN: 08883270     EISSN: None     Source Type: Journal    
DOI: 10.1006/mssp.2002.1539     Document Type: Article

References (6)

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3. R. B. NELSON 1976, AIAA Journal 14, 1201-1205. Simplified calculation of eigenvector derivatives.
4. R. L. Fox and M. P. KAPOOR 1968 AIAA Journal 6, 2426-2429. Rates of change of eigenvalues and eigenvectors.
5. C.-P. FRITZEN and K. BOHLE 1999 In Structural Health Monitoring 2000, F.-K. Chang (ed.), pp. 901-911, Technomic Publishing Co., Stanford, CA. Parameter selection strategies in model-based damage detection.
6. C.-P. FRITZEN and K. BOHLE, 1999 Proceedings of Identification in Engineering Systems IES '99, 492-505. Model-based health monitoring of structures-application to the 140-highway-bridge.