Preface |
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Chapter 1 Structural Health Monitoring for Civil Infrastructure |
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1 | (32) |
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1 Introduction: SHM Ideology |
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1 | (4) |
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2 | (1) |
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1.2 Potential benefits of SHM |
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3 | (1) |
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1.3 Disambiguation: what SHM is not |
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3 | (2) |
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5 | (8) |
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2.1 Instrumentation for SHM |
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6 | (2) |
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2.2 Assessment of structural condition from measurements |
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8 | (1) |
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8 | (1) |
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2.2.2 Pattern Recognition for inference on structural condition from features |
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9 | (1) |
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2.3 Validation of SHM systems |
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10 | (1) |
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2.4 Fundamental axioms of SHM |
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11 | (2) |
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3 Civil Infrastructure and SHM |
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13 | (2) |
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15 | (6) |
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15 | (3) |
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4.2 The Steelquake Structure |
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18 | (2) |
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20 | (1) |
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21 | (5) |
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6 Continuing Challenges in SHM |
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26 | (7) |
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28 | (1) |
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28 | (5) |
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Chapter 2 Enhanced Damage Locating Vector Method for Structural Health Monitoring |
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33 | (24) |
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1 The DLV Method Introduction |
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33 | (2) |
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33 | (1) |
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1.2 Normalized cumulative energy (NCE) |
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34 | (1) |
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2 Identifying Actual Damage Elements |
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35 | (1) |
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35 | (1) |
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3 Formulation of Flexibility Matrix at Sensor Location |
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36 | (9) |
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3.1 Forming flexibility matrix using static responses |
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37 | (1) |
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3.1.1 Static responses with load of known magnitude |
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37 | (1) |
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3.1.2 Static responses with load of unknown magnitude |
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38 | (1) |
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3.2 Forming flexibility matrix using dynamic responses |
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39 | (1) |
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3.2.1 Dynamic responses with known excitation |
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40 | (3) |
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3.2.2 Dynamic responses with unknown excitation |
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43 | (2) |
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4 Lost Data Reconstruction for Wireless Sensors |
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45 | (1) |
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4.1 Lost data reconstruction algorithm |
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45 | (1) |
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5 Numerical and Experimental Examples |
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46 | (9) |
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5.1 Numerical example: 2-D warehouse frame structure |
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47 | (4) |
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5.2 Experimental example: 3-D modular truss structure |
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51 | (4) |
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55 | (2) |
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56 | (1) |
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Chapter 3 Dynamics-based Damage Identification |
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57 | (26) |
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57 | (3) |
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2 Damage Identification Algorithms |
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60 | (8) |
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60 | (2) |
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2.2 Two-dimensional Gapped Smoothing Method (GSM) |
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62 | (2) |
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2.3 Strain Energy-based Damage Index Method (DIM) |
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64 | (2) |
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2.4 Uniform Load Surface (ULS) |
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66 | (1) |
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2.5 Generalized Fractal Dimension (GFD) |
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67 | (1) |
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68 | (11) |
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3.1 Geometry of the composite plate |
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68 | (1) |
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69 | (2) |
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3.3 Damage identification based on numerical data |
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71 | (3) |
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74 | (3) |
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3.5 Damage identification based on experimental data |
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77 | (2) |
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4 Summary and Conclusions |
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79 | (4) |
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80 | (1) |
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80 | (3) |
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Chapter 4 Simulation Based Methods for Model Updating in Structural Condition Assessment |
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83 | (30) |
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83 | (3) |
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2 Statically loaded structures: MCMC based methods |
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86 | (4) |
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3 Dynamically loaded structures: sequential Monte Carlo approach |
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90 | (11) |
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3.1 Hidden state estimation |
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90 | (3) |
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3.2 Combined state and force identification |
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93 | (1) |
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3.3 Combined state and parameter estimation |
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94 | (1) |
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3.3.1 Method of augmented states and global iterations |
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95 | (1) |
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3.3.2 Method of maximum likelihood |
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96 | (2) |
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3.3.3 Bank of filter approach |
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98 | (2) |
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3.3.4 Combined MCMC and Bayesian filters |
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100 | (1) |
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3.4 Other classes of updating problems |
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100 | (1) |
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4 Finite element model updating with combined static and dynamic Measurements |
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101 | (5) |
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106 | (7) |
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109 | (1) |
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109 | (4) |
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Chapter 5 Stochastic Filtering In Structural Health Assessment: Some Perspectives and Recent Trends |
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113 | (36) |
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113 | (4) |
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117 | (11) |
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2.1 A pseudo- dynamic approach |
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120 | (1) |
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2.2 A pseudo-dynamic EnKF (PD-EnKF) |
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121 | (3) |
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2.3 The PD-EnKF algorithm |
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124 | (2) |
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2.3.1 Numerical illustrations on elastography using PD-EnKF |
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126 | (2) |
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128 | (16) |
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3.1 Conditional expectation |
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129 | (1) |
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129 | (1) |
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3.3 Ito and Stratonovich integrals |
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130 | (2) |
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3.4 Kushner-Stratonovich equation |
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132 | (1) |
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133 | (2) |
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3.6 Dynamic SSI using particle filters |
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135 | (2) |
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3.7 Bootstrap filter (BS) |
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137 | (2) |
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3.8 Semi-analytical particle filter (SAPF) |
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139 | (2) |
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141 | (2) |
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3.9 Girsanov corrected particle filter |
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143 | (1) |
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144 | (5) |
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145 | (4) |
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Chapter 6 A Novel Health Assessment Method for Large Three Dimensional Structures |
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149 | (30) |
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149 | (2) |
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2 Concept of System Identification (SI) |
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151 | (1) |
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3 SHA Using Static Responses |
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151 | (1) |
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4 SHA Using Dynamic Responses |
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152 | (1) |
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5 Time-Domain SI-Based SHA Procedures |
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153 | (1) |
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6 Time-Domain SHA Procedures with Unknown Input (UI) |
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154 | (1) |
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7 The Kalman Filter Concepts and its Application for SHA |
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155 | (3) |
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8 Extension of GILS-EKF-UI for 3D Structures |
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158 | (7) |
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8.1 Stage 1 - concept of 3D GILS-UI |
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159 | (3) |
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8.2 Stage2 - concept of EKF-WGI |
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162 | (3) |
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165 | (8) |
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9.1 Example 1 - health assessment of a 3D frame |
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165 | (1) |
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9.1.1 Description of the frame |
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165 | (1) |
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9.1.2 Scaling of additional responses |
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166 | (1) |
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9.1.3 Health assessment of defect-free frame |
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167 | (1) |
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9.1.4 Health assessment of defective frames |
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168 | (2) |
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9.2 Example 2 - health assessment of a 3D truss-frame |
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170 | (1) |
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9.2.1 Description of the truss-frame |
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170 | (2) |
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9.2.2 Health assessment of defect-free truss-frame |
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172 | (1) |
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9.2.3 Health assessment of defective truss-frames |
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172 | (1) |
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173 | (6) |
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174 | (1) |
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175 | (4) |
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Chapter 7 Wavelet-Based Techniques for Structural Health Monitoring |
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179 | (24) |
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179 | (1) |
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2 Brief Background of Wavelet-Based Methodologies for Damage Detection |
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180 | (2) |
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3 Damage Detection Using Simulation Data for a Simple Structural Model |
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182 | (4) |
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4 Wavelet approach for ASCE SHM benchmark study data |
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186 | (3) |
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5 SHM by the wavelet-packet based sifting process |
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189 | (10) |
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5.1 Wavelet Packet (WP) Decomposition |
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189 | (2) |
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5.2 Instantaneous Modal parameters |
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191 | (1) |
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192 | (2) |
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5.4 SHM application of the wavelet packet decomposition |
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194 | (3) |
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5.5 Confidence index for measurement data |
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197 | (2) |
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199 | (4) |
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199 | (1) |
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199 | (4) |
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Chapter 8 The HHT Based Structural Health Monitoring |
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203 | (38) |
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203 | (3) |
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2 Time-Frequency analysis |
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206 | (9) |
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210 | (1) |
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2.2 Speech signal analysis |
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211 | (1) |
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2.3 Comparisons amongst HHT, Wigner-Ville and Wavelet analysis |
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212 | (3) |
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215 | (5) |
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220 | (5) |
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5 Bridge Structure Health Monitoring |
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225 | (5) |
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6 Ship Structure: Damping Spectral |
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230 | (3) |
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233 | (4) |
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237 | (4) |
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238 | (1) |
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238 | (3) |
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Chapter 9 The Use of Genetic Algorithms for Structural Identification and Damage Assessment |
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241 | (28) |
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241 | (2) |
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2 Definition of the Problem: System Identification Using Genetic Algorithms |
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243 | (1) |
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3 Characteristics of Structural Identification As An Optimization Problem |
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244 | (6) |
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3.1 Effect of measurement noise |
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246 | (2) |
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3.2 Effects of recorded data length and using measurement from multiple load cases |
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248 | (2) |
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4 Uniformly Sampled Genetic Algorithm with Gradient Search |
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250 | (9) |
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4.1 Global search by USGA method |
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251 | (1) |
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252 | (2) |
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4.1.2 Treatment after sampling |
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254 | (1) |
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254 | (1) |
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255 | (1) |
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256 | (1) |
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4.2 Local search by gradient based and non-gradient based methods |
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257 | (2) |
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259 | (3) |
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5.1 10-DOF Lumped Mass System |
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260 | (1) |
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5.2 Truss of 29 Elements and 28 DOFs |
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260 | (2) |
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6 Experimental Verification |
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262 | (2) |
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264 | (5) |
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265 | (4) |
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Chapter 10 Health Diagnostics of Highway Bridges Using Vibration Response Data |
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269 | (26) |
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269 | (1) |
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2 Methods for Structural Health Diagnostics |
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270 | (11) |
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273 | (1) |
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2.1.1 Output-only modal identification |
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273 | (2) |
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2.1.2 Input-output modal identification |
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275 | (1) |
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2.2 Identification of structural parameters |
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276 | (1) |
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276 | (2) |
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2.2.2 Optimization-based FE model updating |
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278 | (2) |
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2.2.3 Artificial neural networks |
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280 | (1) |
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3 Validation of Health Diagnostics Methods through Large---Scale Seismic Shaking Table Tests |
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281 | (3) |
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3.1 Test specimen, instrumentation and procedure |
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281 | (1) |
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282 | (1) |
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283 | (1) |
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4 Applications in Long-Term Monitoring of Bridge Structures |
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284 | (11) |
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4.1 Use of ambient and traffic-induced vibration data |
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285 | (1) |
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4.1.1 Monitoring of natural frequencies |
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285 | (2) |
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4.1.2 Monitoring of mode shapes |
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287 | (2) |
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4.1.3 Monitoring of structural stiffness |
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289 | (1) |
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289 | (1) |
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4.2 Use of Seismic Acceleration Records |
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290 | (1) |
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291 | (4) |
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Chapter 11 Sensors Used in Structural Health Monitoring |
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295 | (16) |
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295 | (1) |
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2 Traditional Structural Health Monitoring |
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296 | (1) |
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296 | (1) |
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296 | (1) |
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3.2 Semiconductor strain gage |
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297 | (1) |
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297 | (1) |
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4.1 Piezoelectric accelerometers |
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298 | (1) |
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4.2 Micro electro-mechanical systems (MEMS) accelerometers |
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298 | (1) |
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298 | (1) |
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5.1 Linear variable differential transformer (LVDT) |
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299 | (1) |
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5.2 Global positioning system (GPS) |
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299 | (1) |
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6 Photographic and Video Image Devices |
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299 | (1) |
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6.1 Charge-coupled-devices |
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300 | (1) |
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300 | (2) |
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7.1 Fiber bragg grating sensors |
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301 | (1) |
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7.2 Distributed brillouin sensors |
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301 | (1) |
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7.3 Ramon distributed sensors |
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301 | (1) |
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302 | (1) |
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302 | (1) |
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9.1 Terrestrial laser scanning |
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302 | (1) |
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9.2 Laser doppler vibrometer |
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303 | (1) |
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303 | (1) |
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303 | (1) |
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10.2 Resistance temperature detector |
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304 | (1) |
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304 | (1) |
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304 | (1) |
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304 | (1) |
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305 | (1) |
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14 Summary Table for Sensors |
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305 | (6) |
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305 | (3) |
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308 | (3) |
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Chapter 12 Sensor Data Wireless Communication, Sensor Power Needs, and Energy Harvesting |
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311 | (14) |
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311 | (2) |
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2 Structural Health Monitoring using Smart Acoustic Emission Sensors |
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313 | (4) |
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2.1 AE sensing methodology |
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315 | (2) |
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3 Wireless Sensor Networks for Structural Monitoring |
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317 | (2) |
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4 System-on-Chip Design for Smart Sensor Nodes |
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319 | (1) |
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5 Sustainable Operation of the Wireless Sensor Network |
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320 | (4) |
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5.1 Power consumption in structural health monitoring applications |
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321 | (1) |
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322 | (1) |
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323 | (1) |
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324 | (1) |
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324 | (1) |
References |
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325 | (4) |
Index |
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329 | |