A Bayesian Probabilistic Approach for Structure Damage Detection

This research is partially sponsored by the National Science Foundations under Grant No. CMS-95261-2. Valuable discussions with Professor Anne S. Kiremidjian and Mr. Erik G. Straser at Stanford University and Professor James L. Beck at California Institute of Technology are sincerely appreciated. The comments by the reviewers are also appreciated.

[1]  D. Kammer Optimum approximation for residual stiffness in linear system identification , 1988 .

[2]  David C. Zimmerman,et al.  Structural damage detection using a subspace rotation algorithm , 1992 .

[3]  Norris Stubbs,et al.  Relative performance evaluation of pattern recognition models for nondestructive damage detection , 1996, Smart Structures.

[4]  James M. Ricles,et al.  Damage detection in elastic structures using vibratory residual forces and weighted sensitivity , 1992 .

[5]  Lambros S. Katafygiotis,et al.  Determination of Stiffness Changes from Modal Parameter Changes for Structural Health Monitoring , 1994 .

[6]  Mohamed Kaouk,et al.  Structural damage assessment using a generalized minimum rank perturbation theory , 1993 .

[7]  Lambros S. Katafygiotis,et al.  Treatment of model uncertainties in structural dynamics , 1991 .

[8]  Charles R. Farrar,et al.  Dynamic characterization and damage detection in the I-40 bridge over the Rio Grande , 1994 .

[9]  Mohamed Kaouk,et al.  Structural damage assessment using a generalized minimum rank perturbation theory , 1993 .

[10]  Scott Hendricks,et al.  Damage detection and location in large space trusses , 1988 .

[11]  L. G. Jaeger,et al.  Dynamics of structures , 1990 .

[12]  Julius S. Bendat,et al.  Random Data - Analysis and Measurement Procedures - Second Edition (revised and expanded) , 1986 .

[13]  J. Chen,et al.  On-orbit damage assessment for large space structures , 1988 .

[14]  D. J. Ewins,et al.  COMPATIBILITY OF MEASURED AND PREDICTED VIBRATION MODES IN MODEL IMPROVEMENT STUDIES , 1991 .

[15]  A. Kabe Stiffness matrix adjustment using mode data , 1985 .

[16]  Firdaus E. Udwadia,et al.  Uniqueness of Damping and Stiffness Distributions in the Identification of Soil and Structural Systems , 1978 .

[17]  Lambros S. Katafygiotis,et al.  Probabilistic System Identification and Health Monitoring of Structures , 1992 .

[18]  S. Smith,et al.  SECANT-METHOD ADJUSTMENT FOR STRUCTURAL MODELS , 1989 .

[19]  A. Berman,et al.  Improvement of a Large Analytical Model Using Test Data , 1983 .