Increased reliability of reference-based damage identification techniques by using output-only data
暂无分享,去创建一个
E. Parloo | P. Verboven | Patrick Guillaume | S. Vanlanduit | P. Guillaume | P. Verboven | S. Vanlanduit | E. Parloo
[1] R. B. Testa,et al. Modal Analysis for Damage Detection in Structures , 1991 .
[2] Guido De Roeck,et al. One-year monitoring of the Z24-Bridge : environmental effects versus damage events , 2001 .
[3] L. Hermans,et al. Modal parameter estimation from inconsistent data sets , 2000 .
[4] Charles R. Farrar,et al. Application of the strain energy damage detection method to plate-like structures , 1999 .
[5] Robert Y. Liang,et al. Theoretical study of crack-induced eigenfrequency changes on beam structures , 1992 .
[6] R. Fox,et al. Rates of change of eigenvalues and eigenvectors. , 1968 .
[7] Paul Sas,et al. Modal Analysis Theory and Testing , 2005 .
[8] C. R. Farrar,et al. Statistical damage identification techniques applied to the I-40 bridge over the Rio Grande River , 1998 .
[9] Patrick Vanhonacker,et al. Differential and Difference Sensitivities of Natural Frequencies and Mode Shapes of Mechanical Structures , 1980 .
[10] Richard B. Nelson,et al. Simplified calculation of eigenvector derivatives , 1976 .
[11] Cecilia Surace,et al. DAMAGE ASSESSMENT OF MULTIPLE CRACKED BEAMS: NUMERICAL RESULTS AND EXPERIMENTAL VALIDATION , 1997 .
[12] G. H. James,et al. Damage detection in aircraft structures using dynamically measured static flexibility matrices , 1996 .
[13] E. Parloo,et al. An inverse method for the identification of localized excitation sources , 2002 .
[14] L. C. Rogers. Derivatives of eigenvalues and eigenvectors , 1970 .
[15] E. Parloo,et al. Maximum likelihood identification of modal parameters from non-stationary operational data , 2001 .
[16] Raymond H. Plaut,et al. Derivatives of eigenvalues and eigenvectors in non-self-adjoint systems. , 1973 .
[17] D. Zimmerman,et al. Structural damage detection using a minimum rank update theory , 1994 .
[18] P. Verboven,et al. Identification of modal parameters from inconsistent data , 2002 .
[19] E. Parloo,et al. Force identification by means of in-operation modal models , 2002 .
[20] P. Gudmundson. The dynamic behaviour of slender structures with cross-sectional cracks , 1983 .
[21] Patrick Guillaume,et al. Maximum likelihood identification of modal parameters from operational data , 1999 .
[22] E. Parloo,et al. SENSITIVITY-BASED OPERATIONAL MODE SHAPE NORMALISATION , 2002 .
[23] A. K. Pandey,et al. Damage Detection in Structures Using Changes in Flexibility , 1994 .
[24] Antonino Morassi,et al. IDENTIFICATION OF A CRACK IN A ROD BASED ON CHANGES IN A PAIR OF NATURAL FREQUENCIES , 2001 .
[25] Robert D. Adams,et al. A Vibration Technique for Non-Destructively Assessing the Integrity of Structures: , 1978 .
[26] E. Parloo,et al. DAMAGE ASSESSMENT USING MODE SHAPE SENSITIVITIES , 2003 .
[27] J. Schoukens,et al. Parametric identification of transfer functions in the frequency domain-a survey , 1994, IEEE Trans. Autom. Control..
[28] Y. Narkis. Identification of Crack Location in Vibrating Simply Supported Beams , 1994 .
[29] Jyoti K. Sinha,et al. SIMPLIFIED MODELS FOR THE LOCATION OF CRACKS IN BEAM STRUCTURES USING MEASURED VIBRATION DATA , 2002 .
[30] E. Parloo,et al. AUTONOMOUS STRUCTURAL HEALTH MONITORING—PART II: VIBRATION-BASED IN-OPERATION DAMAGE ASSESSMENT , 2002 .
[31] B. Peeters,et al. Vibration-based damage detection in civil engineering: excitation sources and temperature effects , 2001 .
[32] Fabrizio Vestroni,et al. Damage Evaluation in Cracked Vibrating Beams Using Experimental Frequencies and Finite Element Models , 1996 .
[33] C. S. Rudisill,et al. Derivatives of Eigenvalues and Eigenvectors for a General Matrix , 1974 .
[34] Charles R. Farrar,et al. Computation of structural flexibility for bridge health monitoring using ambient modal data , 1996 .