Applying Sensitivity Analysis in Structure Damage Identification
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Bo Han | Luo Zhong | Huazhu Song | Huazhu Song | L. Zhong | Bo Han
[1] Scott W. Doebling,et al. The effects of gravity preload on the flexibilities of a precision deployable structure , 1995 .
[2] M Richardson. DETECTION OF DAMAGE IN STRUCTURES FROM CHANGES IN THEIR DYNAMIC (MODAL) PROPERTIES - A SURVEY , 1980 .
[3] M. Baruch. Optimization Procedure to Correct Stiffness and Flexibility Matrices Using Vibration Tests , 1978 .
[4] Michael B. Prime,et al. Linear and nonlinear methods for detecting cracks in beams , 1995 .
[5] Bo Han,et al. Structural Damage Detection by Integrating Independent Component Analysis and Support Vector Machine , 2005, ADMA.
[6] J. Chen,et al. On-orbit damage assessment for large space structures , 1988 .
[7] Alex Berman,et al. Theory of Incomplete Models of Dynamic Structures , 1971 .
[8] Masoud Sanayei,et al. Damage assessment of structures using static test data , 1991 .
[9] Alvar M. Kabe,et al. Constrained Adjustment of Analytical Stiffness Matrices , 1985 .
[10] Pei-Ling Liu,et al. Identification and Damage Detection of Trusses Using Modal Data , 1995 .
[11] Vikas Juneja,et al. Location of damage in a space structure by contrast maximization , 1994 .
[12] François M. Hemez,et al. Selection of experimental modal data sets for damage detection via model update , 1993 .
[13] K. C. Park,et al. Damage detection using experimentally measured mass and stiffness matrices , 1993 .
[14] M. Baruch. Optimal correction of mass and stiffness matrices using measured modes , 1982 .
[15] A. Paolozzi,et al. Detection of Debonding Damage in a Composite Plate through Natural Frequency Variations , 1990 .
[16] Angel C. Aparicio,et al. Structural Damage Identification from Dynamic‐Test Data , 1994 .
[17] Keith Worden,et al. Modeling and classification of non-linear systems using neural networks--I. Simulation , 1994 .
[18] Dahsin Liu,et al. An Assessment of Damping Measurement in the Evaluation of Integrity of Composite Beams , 1987 .
[19] J. M. Ko,et al. Damage Detection in Steel Framed Structures by Vibration Measurement Approach , 2001 .
[20] Thomas G. Carne,et al. Health monitoring of operational structures -- Initial results , 1995 .
[21] Niels Olhoff,et al. Method of Error Elimination for a Class of Semi-Analytical Sensitivity Analysis Problems , 1991 .
[22] James M. Ricles. Nondestructive Structural Damage Detection in Flexible Space Structures Using Vibration Characterization , 1991 .
[23] H. A. Cole,et al. On-line failure detection and damping measurement of aerospace structures by random decrement signatures , 1973 .
[24] M. Bernitsas,et al. Structural model correlation using large admissible perturbations incognate space , 1991 .
[25] A. Berman,et al. Improvement of analytical dynamic models using modal test data , 1980 .
[26] Poul Henning Kirkegaard,et al. Damage Detection in an Offshore Structure , 1995 .
[27] H L Chen,et al. Evaluating Structural Deterioration by Dynamic Response , 1995 .
[28] O. S. Salawu. Non-destructive evaluation of constructed facilities using vibration testing , 1994 .
[29] John T. DeWolf,et al. Experimental Study of Bridge Monitoring Technique , 1990 .
[30] D. Zimmerman,et al. Structural damage detection using a minimum rank update theory , 1994 .
[31] Franco Mastroddi,et al. Frequency-domain Based Approaches for Damage Detection and Localization in Aeronautical Structures , 1995 .
[32] James H. Garrett,et al. Use of neural networks in detection of structural damage , 1992 .
[33] J. M. Ko,et al. Detection of Damage Location Based on Sensitivity Analysis , 1995 .
[34] G. R. Tomlinson,et al. A Combined Neural and Genetic Approach to Sensor Placement , 1995 .
[35] Z. Liang,et al. Modal Energy Measurement of Long Steel Bridge , 1995 .
[36] George C. Lee,et al. A Structural Damage Neural Network Monitoring System , 1994 .
[37] Thomas A. L. Kashangaki,et al. On-orbit damage detection and health monitoring of large space trusses - Status and critical issues , 1991 .
[38] Charles R. Farrar,et al. Damage identification algorithms applied to numerical modal data from a bridge , 1996 .
[39] P. Gudmundson. Eigenfrequency changes of structures due to cracks, notches or other geometrical changes , 1982 .
[40] Poul Henning Kirkegaard,et al. Identification of Non-linear Structures Using Recurrent Neural Networks , 1994 .
[41] Alex Berman,et al. Optimal weighted orthogonalization of measured modes , 1979 .
[42] I. Ojalvo,et al. Diagnostics for geometrically locating structural math model errors from modal test data , 1988 .
[43] R. Ruotolo,et al. Crack detection of a beam using the Wavelet Transform , 1994 .
[44] Y. C. Chu,et al. Vibrations of beams with a fatigue crack , 1992 .
[45] Raj Nataraja. Structural Integrity Monitoring in Real Seas , 1983 .
[46] H. Berger,et al. Parametric updating of a finite element model from experimental modal characteristics , 1990 .
[47] Y. Chu,et al. Analysis of forced bilinear oscillators and the application to cracked beam dynamics , 1992 .
[48] Rune Brincker,et al. Vibration Based Inspection of Civil Engineering Structures , 1993 .
[49] Ahmet E. Aktan,et al. The Damage Indices for the Constructed Facilities , 1995 .
[50] Tae W. Lim,et al. Structural damage detection using constrained eigenstructure assignment , 1995 .
[51] Robert Y. Liang,et al. Fault identification of beams on elastic foundation , 1995 .
[52] Tae Lim,et al. Structural damage detection of a planar truss structure using a constrained eigenstructure assignment , 1994 .
[53] James M. Ricles,et al. Damage detection in elastic structures using vibratory residual forces and weighted sensitivity , 1992 .
[54] Micheal S. Grygler. Modal Test Technology as Non-Destructive Evaluation of Space Shuttle Structures , 1994 .
[55] William B. Spillman,et al. Neural network damage detection in a bridge element , 1993, Smart Structures.
[56] An experimental study on the use of dynamic tests for surveillance of concrete structures , 1994 .
[57] David C. Zimmerman,et al. Structural Health Monitoring of Large Structures , 1994 .
[58] Walter M. West,et al. Illustration of the use of modal assurance criterion to detect structural changes in an Orbiter test specimen , 1986 .
[59] Mark Richardson,et al. FAULT DETECTION IN STRUCTURES FROM CHANGES IN THEIR MODAL PARAMETERS , 1989 .
[60] A. Rotem,et al. Determination of Reinforcement Unbonding of Composites by a Vibration Technique , 1969 .
[61] O. S. Salawu. Non-destructive assessment of structures using the integrity index method applied to a concrete highway bridge , 1995 .
[62] David C. Zimmerman,et al. ON THE ROLE OF ENGINEERING INSIGHT AND JUDGEMENT STRUCTURAL DAMAGE DETECTION , 2002 .
[63] H. Crohas,et al. Damage-detection monitoring method for offshore platforms is field-tested. , 1982 .
[64] A. S. J. Swamidas,et al. Monitoring crack growth through change of modal parameters , 1995 .
[65] L. Peterson,et al. Measurement of static flexibility matrices for experiments with incomplete reciprocity , 1995 .
[66] S. Smith,et al. SECANT-METHOD ADJUSTMENT FOR STRUCTURAL MODELS , 1989 .
[67] Albert B. Schultz,et al. Vibration Response: A Non-Destructive Test for Fatigue Crack Damage in Filament-Reinforced Composites * , 1971 .
[68] A M Shirole,et al. PLANNING FOR A COMPREHENSIVE BRIDGE SAFETY ASSURANCE PROGRAM , 1991 .
[69] O. S. Salawu,et al. Damage Location Using Vibration Mode Shapes , 1994 .
[70] John E. Mottershead,et al. Model Updating In Structural Dynamics: A Survey , 1993 .
[71] Theodore Bartkowicz,et al. An experimental study for damage detection using a hexagonal truss structure , 1995 .
[72] R. Mayes,et al. Error localization using mode shapes: An application to a two link robot arm , 1991 .
[73] G. H. James,et al. Damage detection in aircraft structures using dynamically measured static flexibility matrices , 1996 .
[74] Alex Berman,et al. Automated dynamic analytical model improvement , 1981 .
[75] Michael J. Saletnik,et al. Parameter Estimation of Structures from Static Strain Measurements. II: Error Sensitivity Analysis , 1996 .
[76] Cheng S. Lin. Unity Check Method for Structural Damage Detection , 1998 .
[77] P. Hajela,et al. Damage Detection in Composite Materials Using Identification Techniques , 1993 .
[78] Randall L. Mayes,et al. Experimental algorithm for detecting damage applied to the I-40 bridge over the Rio Grande , 1995, Smart Structures.
[79] Tai-Yan Kam,et al. DETECTION OF CRACKS IN STRUCTURES USING MODAL TEST DATA , 1992 .
[80] W. M. West. Single point random modal test technology application to failure detection , 1982 .
[81] Gerard C. Pardoen,et al. Effect of Delamination on the Natural Frequencies of Composite Laminates , 1989 .
[82] H J Salane,et al. DYNAMICS APPROACH FOR MONITORING BRIDGE DETERIORATION , 1981 .
[83] A. M. Gorlov. Disaster of the I-95 Mianus River Bridge. Where Could Lateral Vibration Come From? , 1984 .
[84] Gongkang Fu,et al. ON THE USE OF MEASURED VIBRATION FOR DETECTING BRIDGE DAMAGE , 1995 .
[85] Lingmi Zhang,et al. Matrix transformation method for updating dynamic model , 1992 .
[86] Lee D. Peterson,et al. Experimental Determination of Local Structural Stiffness by Disassembly of Measured Flexibility Matrices , 1995 .
[87] R. N. Coppolino,et al. Detectability Of Structural Failures In Offshore Platforms By Ambient Vibration Monitoring , 1980 .
[88] Robert D. Adams,et al. A Vibration Technique for Non-Destructively Assessing the Integrity of Structures: , 1978 .
[89] R. Daniel VanLuchene,et al. INTEGRATED ASSESSMENT OF SEISMIC DAMAGE IN STRUCTURES , 1994 .
[90] Hyoung M. Kim,et al. Free-Decay Time-Domain Modal Identification for Large Space Structures , 1994 .
[91] Charles R. Farrar,et al. FIELD VERIFICATION OF A NONDESTRUCTIVE DAMAGE LOCALIZATION AND SEVERITY ESTIMATION ALGORITHM , 2002 .
[92] Yao Chen,et al. DAMAGE DETECTION IN A TRIPOD TOWER PLATFORM (TTP) USING MODAL ANALYSIS , 1992 .
[93] R. Adams,et al. A Vibration Technique for Non-Destructive Testing of Fibre Composite Structures , 1979 .
[94] A. J. Pretlove,et al. A STUDY OF THE SPECTRUM OF TRAFFIC-INDUCED BRIDGE VIBRATION , 1988 .
[95] Tae W. Lim,et al. Structural damage detection using modal test data , 1991 .
[96] Hamid Hefazi. Aerospace Engineering , 2021, Springer Handbook of Mechanical Engineering.
[97] Jaewook Rhim,et al. A neural network approach for damage detection and identification of structures , 1995 .
[98] M. A. Hirt,et al. Application of the random decrement technique in the detection of an induced crack on an offshore platform model , 1980 .
[99] Douglas K. Lindner,et al. Location and estimation of damage in a beam using identification algorithms , 1994 .
[100] D. R. Sanders,et al. Nondestructive evaluation of damage in composite structures using modal parameters , 1992 .
[101] Takuji Hamamoto,et al. LOCAL DAMAGE DETECTION OF FLEXIBLE OFFSHORE PLATFORMS USING AMBIENT VIBRATION MEASUREMENT , 1994 .
[102] R. Manning,et al. Damage detection in adaptive structures using neural networks , 1994 .
[103] Leonard Meirovitch,et al. On the problem of modelling for parameter identification in distributed structures , 1989 .
[104] S. Nielsen,et al. Assessment of Damage in Seismically Excited RC-Structures from a Single Measured Response , 1996 .
[105] F. Ismail,et al. Identification of fatigue cracks from vibration testing , 1990 .
[106] Colin H. J. Fox,et al. The location of defects in structures - A comparison of the use of natural frequency and mode shape data , 1992 .
[107] Tae W. Lim,et al. Submatrix approach to stiffness matrix correction using modal test data , 1990 .
[108] Tae W. Lim,et al. Structural damage detection of space truss structures using best achievable eigenvectors , 1994 .
[109] Douglas K. Lindner,et al. Damage detection, location, and estimation for space trusses , 1993, Smart Structures.
[110] Colin J. Dodds,et al. WEST SOLE WE PLATFORM: DETECTION OF DAMAGE BY STRUCTURAL RESPONSE MEASUREMENTS , 1980 .
[111] J. Kim Vandiver,et al. Detection of Structural Failure on Fixed Platforms By Measurement of Dynamic Response , 1975 .
[112] Ahmet E. Aktan,et al. FLEXIBILITY BY MULTIREFERENCE IMPACT TESTING FOR BRIDGE DIAGNOSTICS , 1992 .
[113] Y. Narkis. Identification of Crack Location in Vibrating Simply Supported Beams , 1994 .
[114] Charles R. Farrar,et al. Finite element analysis of the I-40 bridge over the Rio Grande , 1996 .
[115] P. H. Kirkegaard,et al. Damage Detection In Laboratory Concrete Beams , 1994 .
[116] SuzanneWeaver Smith,et al. Model Correlation and Damage Location for Large Space Truss Structures , 1991 .
[117] Robert D. Adams,et al. The location of defects in structures from measurements of natural frequencies , 1979 .
[118] Victor Birman,et al. Detection of Delaminations in Composite Beams Using Piezoelectric Sensors , 1994 .
[119] L. Peterson,et al. Estimation of reciprocal residual flexibility from experimental modal data , 1996 .
[120] Menahem Baruch. Methods of Reference Basis for Identification of Linear Dynamic Structures , 1984 .
[121] David C. Zimmerman,et al. An experimental study of structural damage detection using incomplete measurements , 1994 .
[122] Masoud Sanayei,et al. Parameter Estimation of Structures from Static Strain Measurements. I: Formulation , 1996 .
[123] Keith Worden,et al. Pseudo-fault induction in engineering structures: Multi-input multi-output control , 1995, Nonlinear Dynamics.
[124] R. B. Testa,et al. Modal Analysis for Damage Detection in Structures , 1991 .
[125] D. I. Nwosu,et al. Studies on Influence of Cracks on the Dynamic Response of Tubular T-joints for Nondestructive Evaluation , 1995 .
[126] Brian Schwarz,et al. Using SDM to Train Neural Networks for Solving Modal Sensitivity Problems , 2003 .
[127] Stan R. Caldwell,et al. Measured and Predicted Vibrational Behavior of Gulf of Mexico Platforms , 1980 .
[128] Cheng-shung Lin,et al. Location of modeling errors using modal test data , 1990 .
[129] A. Reddy,et al. Influence of Prescribed Delaminations on Stiffness-Controlled Behavior of Composite Laminates , 1984 .
[130] D. C. Zimmerman,et al. Structural Damage Detection via Least Squares Dynamic Residual Force Minimization with Quadratic Measurement Error Inequality Constraint , 1996 .
[131] David C. Zimmerman,et al. Structural damage detection using minimum rank update theory and parameter estimation , 1996 .
[132] Colin J. Dodds,et al. Structural Integrity Monitoring Using Digital Processing Of Vibration Siqnals , 1976 .
[133] J. E. Chance,et al. A Simplified Approach to the Numerical and Experimental Modelling of the Dynamics of a Cracked Beam , 1994 .
[134] Tae Lim,et al. An artificial neural network approach to structural damage detection using frequency response functions , 1994 .
[135] Scott W. Doebling,et al. Damage detection and model refinement using elemental stiffness perturbations with constrained connectivity , 1996 .
[136] M. Yuen. A NUMERICAL STUDY OF THE EIGENPARAMETERS OF A DAMAGED CANTILEVER , 1985 .
[137] Thambirajah Balendra,et al. Damage Detection of Buildings: Numerical and Experimental Studies , 1995 .
[138] Cecilia Surace,et al. Non-linear Modeling of a Cracked Beam , 1996 .
[139] David C. Zimmerman,et al. Model Refinement and Damage Location for Intelligent Structures , 1992 .
[140] J. R. Houghton,et al. Damage Location in Structures Using Vibration Data and Its Sensitivity to Measurement Errors , 1995 .
[141] Nikos A. Aspragathos,et al. Identification of crack location and magnitude in a cantilever beam from the vibration modes , 1990 .
[142] David C. Zimmerman,et al. The effects of finite element grid density on model correlation and damage detection of a bridge , 1995 .
[143] Alex Berman,et al. Mass Matrix Correction Using an Incomplete Set of Measured Modes , 1979 .
[144] Arun Kumar Pandey,et al. Damage detection from changes in curvature mode shapes , 1991 .
[145] Poyu Tsou,et al. Structural damage detection and identification using neural networks , 1993 .
[146] David C. Zimmerman,et al. Eigenstructure assignment approach for structural damage detection , 1992 .
[147] Poul Henning Kirkegaard,et al. Use of Neural Networks for Damage Assessment in a Steel Mast , 1993 .
[148] Rosario Ceravolo,et al. Damage location in structures through a connectivistic use of FEM modal analyses , 1995 .
[149] T. L. Paez,et al. Damage identification with probabilistic neural networks , 1995 .
[150] Mohamed Kaouk,et al. Assessment of Damage Affecting All Structural Properties Using Experimental Modal Parameters , 2000 .
[151] Pc Pandey,et al. Vibration signature analysis using artificial neural networks , 1995 .
[152] David Christopher Zimmerman,et al. Damage Detection in Complex Structures Using Component Mode Synthesis and Residual Modal Force Vector , 1996 .
[153] S. Smith,et al. Optimal identification using inconsistent modal data , 1991 .
[154] Mohamed Kaouk,et al. Structural damage assessment using a generalized minimum rank perturbation theory , 1993 .
[155] Quantified: Los Alamos , 2006, Nature.
[156] Peter Cawley,et al. Low frequency NDT techniques for the detection of disbonds and delaminations , 1990 .
[157] Henry Petroski,et al. Effects of Cracks on the Response of Circular Cylindrical Shells , 1980 .
[158] Charles R. Farrar,et al. Comparison of damage identification algorithms on experimental modal data from a bridge , 1995 .
[159] Masafumi Kato,et al. VIBRATION OF PC BRIDGE DURING FAILURE PROCESS , 1986 .
[160] Colin A. Taylor,et al. Damage detection of a reinforced concrete bridge deck using the frequency response function , 1992 .
[161] Richard A. Miller,et al. Modal verification of a destructive test of a damaged prestressed concrete beam , 1994 .
[162] Prabhat Hajela,et al. Damage Detection in Structures Based on Feature‐Sensitive Neural Networks , 1994 .
[163] Gary Cloud,et al. The application of interferometric techniques to the nondestructive inspection of fiber-reinforced materials , 1993 .
[164] Oddvar O. Bendiksen,et al. Structures, Structural Dynamics and Materials Conference , 1998 .
[165] Mohamed Kaouk,et al. Structural Health Assessment Using a Partition Model Update Technique , 1995 .
[166] James H. Gates. CALIFORNIA'S SEISMIC DESIGN CRITERIA FOR BRIDGES , 1976 .
[167] Keith Worden,et al. Modeling and classification of non-linear systems using neural networks--II. A preliminary experiment , 1994 .
[168] Anne S. Kiremidjian,et al. Monitoring and evaluating civil structures using measured vibration , 1996, Smart Structures.
[169] Charles R. Farrar,et al. A summary review of vibration-based damage identification methods , 1998 .
[170] George C. Lee,et al. Modal Analysis Technique for Bridge Damage Detection , 1993 .
[171] Chaur-Ming Chou,et al. LOCALIZATION OF TEST/ANALYSIS STRUCTURAL MODEL ERRORS , 1989 .
[172] Cuiping Li,et al. Hybrid approach for damage detection in flexible structures , 1995 .
[173] A. Berman,et al. Improvement of a Large Analytical Model Using Test Data , 1983 .
[174] F. J. Soeiro,et al. Structural damage detection based on static and modal analysis , 1989 .
[175] Matias E. Wojnarowski,et al. Structural Integrity Evaluation Of A Fixed Platform Using Vibration Criteria , 1977 .
[176] Haim Baruh,et al. Damage Detection in Flexible Structures , 1993 .
[177] P. LADEVEZE,et al. Parametric Correction of Finite Element Models , .
[178] J. P. Tang,et al. Vibration tests and damage detection of P/C bridges , 1990 .
[179] Jay-Chung Chen,et al. Structural Damage Assessment Using a System Identification Technique , 1987 .
[180] Mahmod M. Samman,et al. Vibration Testing for Nondestructive Evaluation of Bridges. II: Results , 1994 .
[181] T. C. Huang,et al. The Sensitivity Study of the Modal Parameters of a Cracked Beam , 1994 .
[182] J. Chen,et al. Analytical Model Improvement Using Modal Test Results , 1980 .
[183] Chaur-Ming Chou,et al. System identification and damage localization of dynamic structures , 1990 .
[184] D. Kammer. Optimum approximation for residual stiffness in linear system identification , 1988 .
[185] Saburō Shiroyama. In Los Angeles , 1989, Made in Japan and other Japanese “Business Novels”.
[186] Masoud Sanayei,et al. Selection of noisy measurement locations for error reduction in static parameter identification , 1992 .
[187] Prabhat Hajela,et al. Recent developments in damage detection based on system identification methods , 1990 .
[188] Jamshid Ghabousssi. An Overview of the Potential Applications of Neural Networks in Civil Engineering , 1993 .
[189] G C Lee,et al. NEURAL NETWORKS TRAINED BY ANALYTICALLY SIMULATED DAMAGE STATES , 1993 .
[190] Ahmet E. Aktan,et al. MODAL TESTING FOR STRUCTURAL IDENTIFICATION AND CONDITION ASSESSMENT OF CONSTRUCTED FACILITIES , 2001 .
[191] K. F. Alvin,et al. Finite Element Model Update via Bayesian Estimation and Minimization of Dynamic Residuals , 1996 .
[192] A. Maggiore,et al. CRACK DETECTION BY SENSITIVITY ANALYSIS , 2001 .
[193] P. Hildebrandt,et al. Review on an Expert System under Development "Measurement Techniques in Civil Engineering" Including Structural Assessment , 1994 .
[194] J. E. Brock. Optimal matrices describing linear systems. , 1968 .
[195] D. C. Zimmerman,et al. Model correlation using multiple static load and vibration tests , 1995 .
[196] Menahem Baruch. Mass conservation in the identification of space structures , 1989 .
[197] T. R. Whittome,et al. 9 Monitoring offshore structures by vibration techniques , 1983 .
[198] Irving Ojalvo,et al. Consistent first-order theory for structural model parameter improvement based upon dynamic test data , 1992 .
[199] Ahmet E. Aktan,et al. Bridge-condition assessment by modal flexibility , 1994 .
[200] Derek Rex Perchard. Crack detection in slender cantilever plates using modal analysis , 1993 .
[201] M I Friswell,et al. USING VIBRATION DATA STATISTICAL MEASURES TO LOCATE DAMAGE IN STRUCTURES , 1994 .
[202] Charles R. Farrar,et al. Dynamic characterization and damage detection in the I-40 bridge over the Rio Grande , 1994 .
[203] John Engblom,et al. Combined analytical/experimental approach for developing structural model of damaged composite structures , 1991 .
[204] T. Simmermacher,et al. Model refinement and system health monitoring using data from multiple static loads and vibration tests , 1994 .
[205] O. S. Salawu. STRUCTURAL DAMAGE OETECTION USING EXPERIMENTAL MODAL ANALYSIS A COMPARISON OF SOME METHODS , 2001 .
[206] E. J. Haug,et al. Structural design sensitivity analysis with generalized global stiffness and mass matrices , 1984 .
[207] Roberto A. Osegueda,et al. Nondestructive construction error detection in large space structures , 1990 .
[208] C. A. Kot,et al. Effect of damage on the modal parameters of a cylindrical shell , 1992 .
[209] M. Saitoh,et al. Damage Estimation and Identification of Structural Faults Using Modal Parameters , 1996 .
[210] Mohamed Kaouk,et al. Structural Damage Detection Using Measured Modal Data and No Original Analytical Model , 1994 .
[211] S. Smith,et al. Iterative use of direct matrix updates - Connectivity and convergence , 1992 .
[212] David C. Zimmerman,et al. Structural Damage Detection Using Frequency Response Functions , 1995 .
[214] J. M. Montalvão E Silva,et al. Experimental dynamic analysis of cracked free-free beams , 1990 .
[215] A. K. Pandey,et al. Modified Chain-code Computer Vision Techniques For Interrogation Of Vibration Signatures For Structural Fault Detection , 1994 .
[216] M. A. Mannan,et al. CORRELATING MINUTE STRUCTURAL FAULTS WITH CHANGES IN MODAL PARAMETERS , 1993 .
[217] A. K. Pandey,et al. Damage Detection in Structures Using Changes in Flexibility , 1994 .
[218] Robert D. Adams,et al. Vibration Testing as a Nondestructive Test Tool for Composite Materials , 1975 .
[219] Stuart J. Shelley,et al. Health monitoring of flexible structures using modal filter concepts , 1993, Smart Structures.
[220] Ben H. Jansen,et al. Slot depth resolution in vibration signature monitoring of beams using frequency shift , 1994 .
[221] Suzanne Weaver Smith,et al. Underlying modal data issues for detecting damage in truss structures , 1992 .
[222] Charles R. Farrar,et al. VIBRATION TESTING OF THE I-40 BRIDGE BEFORE AND AFTER THE INTRODUCTION OF DAMAGE. , 1994 .
[223] B. J. Glass,et al. Search-based model identification of smart-structure damage , 1991 .
[224] P. Gudmundson. The dynamic behaviour of slender structures with cross-sectional cracks , 1983 .
[225] W. Ostachowicz,et al. Parametric vibrations of beam with crack , 1992 .
[226] O. S. Salawu,et al. BRIDGE ASSESSMENT USING FORCED-VIBRATION TESTING , 1995 .
[227] A. Kabe. Stiffness matrix adjustment using mode data , 1985 .
[228] H Baruh,et al. MODELLING AND IDENTIFICATION OF BOUNDARY CONDITIONS IN FLEXIBLE STRUCTURES , 1993 .
[229] Suzanne Weaver Smith,et al. Locating Damaged Members in a Truss Structure Using Modal Test Data: a Demonstration Experiment , 1989 .
[230] Keith Hjelmstad,et al. STRUCTURAL DAMAGE DETECTION AND ASSESSMENT FROM MODAL RESPONSE , 2003 .