Damage Detection and Localization with Experimental Eigen-sensitivities

[1]  Per Christian Hansen,et al.  Analysis of Discrete Ill-Posed Problems by Means of the L-Curve , 1992, SIAM Rev..

[2]  Charles R. Farrar,et al.  Application of the strain energy damage detection method to plate-like structures , 1999 .

[3]  Charles R. Farrar,et al.  Comparative study of damage identification algorithms applied to a bridge: II. Numerical study , 1998 .

[4]  J. E. Chance,et al.  A Simplified Approach to the Numerical and Experimental Modelling of the Dynamics of a Cracked Beam , 1994 .

[5]  Arun Kumar Pandey,et al.  Damage detection from changes in curvature mode shapes , 1991 .

[6]  Charles R. Farrar,et al.  Vibration-Based Damage Identification in Structures Exhibiting Axial and Torsional Response , 2001 .

[7]  Charles R. Farrar,et al.  Comparative study of damage identification algorithms applied to a bridge: I. Experiment , 1998 .

[8]  Christian Cremona,et al.  Assessment of vibration-based damage identification techniques , 2006 .

[9]  T. K. Kundra,et al.  Comparative study of model updating methods using simulated experimental data , 2002 .

[10]  Ashutosh Bagchi,et al.  Performance of Vibration-based Techniques for the Identification of Structural Damage , 2006 .

[11]  R. Fox,et al.  Rates of change of eigenvalues and eigenvectors. , 1968 .

[12]  Charles R. Farrar,et al.  A summary review of vibration-based damage identification methods , 1998 .

[13]  John E. Mottershead,et al.  Finite Element Model Updating in Structural Dynamics , 1995 .

[14]  A. K. Pandey,et al.  Damage Detection in Structures Using Changes in Flexibility , 1994 .

[15]  E. Peter Carden,et al.  Vibration Based Condition Monitoring: A Review , 2004 .

[16]  Ahmet E. Aktan,et al.  The Damage Indices for the Constructed Facilities , 1995 .