Damage detection by finite element model updating using modal flexibility residual
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[1] Klaus G. Topole. Damage evaluation via flexibility formulation , 1997, Smart Structures.
[2] D. Satpathi,et al. Dynamic characterization of a long span bridge: A finite element based approach , 1997 .
[3] Menahern Baruch,et al. Optimal Weighted Orttiogonalization of Measured Modes , 1978 .
[4] O. S. Salawu. Detection of structural damage through changes in frequency: a review , 1997 .
[5] Keith Hjelmstad,et al. CRACK IDENTIFICATION IN A CANTILEVER BEAM FROM MODAL RESPONSE , 1996 .
[6] Ahmet E. Aktan,et al. MODAL TESTING FOR STRUCTURAL IDENTIFICATION AND CONDITION ASSESSMENT OF CONSTRUCTED FACILITIES , 2001 .
[7] Charles R. Farrar,et al. Computation of structural flexibility for bridge health monitoring using ambient modal data , 1996 .
[8] Nuno M. M. Maia,et al. Theoretical and Experimental Modal Analysis , 1997 .
[9] Robert D. Adams,et al. The location of defects in structures from measurements of natural frequencies , 1979 .
[10] M. S. Agbabian,et al. System identification approach to detection of structural changes , 1991 .
[11] John E. Mottershead,et al. Model Updating In Structural Dynamics: A Survey , 1993 .
[12] Jorge J. Moré,et al. Computing a Trust Region Step , 1983 .
[13] Dionisio Bernal,et al. Flexibility-Based Approach for Damage Characterization: Benchmark Application , 2004 .
[14] A. Berman,et al. Improvement of a Large Analytical Model Using Test Data , 1983 .
[15] Hong Hao,et al. Civil structure condition assessment by FE model updating: methodology and case studies , 2001 .
[16] John E. Mottershead,et al. Finite Element Model Updating in Structural Dynamics , 1995 .
[17] R. Fox,et al. Rates of change of eigenvalues and eigenvectors. , 1968 .
[18] Guido De Roeck,et al. Damage detection in reinforced concrete structures by dynamic system identification , 1998 .
[19] C. Fritzen,et al. DAMAGE DETECTION BASED ON MODEL UPDATING METHODS , 1998 .
[20] Guido De Roeck,et al. STRUCTURAL DAMAGE IDENTIFICATION USING MODAL DATA. II: TEST VERIFICATION , 2002 .
[21] Gregory W. Reich,et al. Experimental application of a structural health monitoring methodology , 2000, Smart Structures.
[22] G. De Roeck,et al. A finite element model updating method using experimental modal parameters applied on a railway bridge , 2001 .
[23] Charles R. Farrar,et al. Application of the strain energy damage detection method to plate-like structures , 1999 .
[24] Charles R. Farrar,et al. Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review , 1996 .
[25] Chih-Chen Chang,et al. Finite element model updating for structures with parametric constraints , 2000 .
[26] Jun Zhao,et al. DYNAMIC MONITORING OF STEEL GIRDER HIGHWAY BRIDGE , 2002 .
[27] Arun Kumar Pandey,et al. Damage detection from changes in curvature mode shapes , 1991 .
[28] A. K. Pandey,et al. Damage Detection in Structures Using Changes in Flexibility , 1994 .
[29] Guido De Roeck,et al. Damage assessment by FE model updating using damage functions , 2002 .
[30] Anne Teughels,et al. Inverse modelling of civil engineering structures based on operational modal data , 2003 .
[31] E. Parloo,et al. SENSITIVITY-BASED OPERATIONAL MODE SHAPE NORMALISATION , 2002 .
[32] Olof Friberg,et al. Updating Large Finite Element Models in Structural Dynamics , 1998 .