A computer toolbox for damage identification based on changes in vibration characteristics
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[1] Jer-Nan Juang,et al. An eigensystem realization algorithm for modal parameter identification and model reduction. [control systems design for large space structures] , 1985 .
[2] D. Zimmerman,et al. Structural damage detection using a minimum rank update theory , 1994 .
[3] L. Peterson,et al. Estimation of reciprocal residual flexibility from experimental modal data , 1996 .
[4] C. Farrar,et al. Effects of measurement statistics on the detection of damage in the Alamosa Canyon Bridge , 1996 .
[5] K. F. Alvin,et al. Finite Element Model Update via Bayesian Estimation and Minimization of Dynamic Residuals , 1996 .
[6] Graeme H. McVerry,et al. Structural identification in the frequency domain from earthquake records , 1980 .
[7] Mark Richardson,et al. PARAMETER ESTIMATION FROM FREQUENCY RESPONSE MEASUREMENTS USING RATIONAL FRACTION POLYNOMIALS (TWENTY YEARS OF PROGRESS) , 1982 .
[8] James M. Ricles,et al. Damage detection in elastic structures using vibratory residual forces and weighted sensitivity , 1992 .
[9] M. Baruch. Optimal correction of mass and stiffness matrices using measured modes , 1982 .
[10] Richard Russell,et al. A Multi-Input Modal Estimation Algorithm for Mini-Computers , 1982 .
[11] G. H. James,et al. Damage detection in aircraft structures using dynamically measured static flexibility matrices , 1996 .
[12] Scott W. Doebling,et al. Damage detection and model refinement using elemental stiffness perturbations with constrained connectivity , 1996 .
[13] Charles R. Farrar,et al. Variability of modal parameters measured on the alamosa canyon bridge , 1996 .