A theory for strain-based structural system identification

Journal of Applied Mechanics, Transactions ASME

Volumn 68, Issue 4, 2001, Pages 521-527

  Reich, G W ^a   Park, K C ^b  

^a AIR FORCE RESEARCH LABORATORY   (United States)

^b UCB 450   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0012738338     PISSN: 00218936     EISSN: 15289036     Source Type: Journal    
DOI: 10.1115/1.1379954     Document Type: Article

References (8)

1. Juang, J. N., and Pappa, R. S., 1985, “An Eigensystem Realization Algorithm for Modal Parameter Identification and Model Reduction,” J. Guid. Control Dyn., 8, No. 5, pp. 620-627.
2. Alvin, K. F., and Park, K. C., 1994, “Second-Order Structural Identification Procedure via State-Space-Based System Identification,” AIAA J., 32, No. 2, pp. 397-406.
3. Park, K. C., and Felippa, C. A., 1998, “A Variational Framework for Solution Method Developments in Structural Mechanics,” ASME J. Appl. Mech., 65, No. 1, pp. 242-249.
4. Zienkiewicz, O. C., and Taylor, R. E., 1989, The Finite Element Method, Vol. 1, 4th Ed., McGraw-Hill, New York.
5. Park, K. C., and Reich, G. W., 1999, “A Procedure to Determine Accurate Rotations From Measured Strains and Displacements for System Identification,” Proc. 17th International Modal Analysis Conference, Kissimmee, FL.
6. Reich, G. W., and Park, K. C., 2001, “Use of Substructural Transmission Zeros for Structural Health Monitoring,” AIAA J., 38, No. 6, pp. 1040-1046.
7. Robertson, A. N., Park, K. C., and Alvin, K. F., 1998, “Extraction of Impulse Response Data via Wavelet Transform for Structural System Identification,” ASME J. Vibr. Acoust., 120, No. 1, pp. 252-260.
8. Guyan, R. J., 1965, “Reduction of Stiffness and Mass Matrices,” AIAA J., 3, No. 2, p. 380.