Preface xv Acknowledgments xix List of Symbols xxi List of Abbreviations xxxi 1 Introduction 1 1.1 Background 1 1.2 Basic Concept of the VSM for Bridges 3 1.3 Brief on the Works Conducted by Yang and Coworkers 5 1.4 Bridge Modal Parameter Identification by Researchers Worldwide 14 1.5 Bridge Damage Identification by Researchers Worldwide 24 1.6 Pavement Roughness Identification by Researchers Worldwide 31 1.7 Vehicle Scanning Method for Railway Tracks and Bridges 32 1.

8 Application of Smartphone-Based IoT System in VSM 37 1.9 Conclusions and Recommendations for Future Work 39 Part I Vehicle Scanning Method for Bridge Frequencies 43 2 Damped Scanning Vehicle for Bridge Frequencies: Theory and Experiment 45 2.1 Introduction 45 2.2 Formulation of the Analytical Theory 47 2.3 Calculation of Contact Response of the Damped Test Vehicle 51 2.4 Numerical Formulation of the Problem 54 2.5 Parametric Study 57 2.6 Experimental Study 65 2.

7 Concluding Remarks 79 3 Refined Detection for Bridge Frequencies: Theory and Experiment 81 3.1 Introduction 81 3.2 Contact Responses for Two Wheels of Single-Axle Vehicle 84 3.3 Brief on Test Bridge and Direct Measurement 87 3.4 Description of Self-Designed Single-Axle Test Vehicle 87 3.5 Scanning Bridge''s Frequencies by Test Vehicle''s Rocking Motion 93 3.6 Concluding Remarks 100 4 Single-Axle Two-Mass Scanning Vehicle for Bridge Frequencies: Theory 103 4.1 Introduction 103 4.

2 Analytical Formulation of the Problem 105 4.3 Vehicle-Bridge Contact Response of Two-Mass Vehicle Model 109 4.4 Numerical Simulation of the Problem 111 4.5 Parametric Study 117 4.6 Concluding Remarks 126 5 Vehicle Scanning Method Enhanced by a Shaker 127 5.1 Introduction 127 5.2 Theoretical Modeling of the Problem 129 5.3 Dynamic Amplification Factor of the Shaker for Vehicle and Contact Responses 135 5.

4 Numerical Verification 137 5.5 Effect of the Shaker on Bridge Frequency Extraction 141 5.6 Effects of Pavement Roughness and Environmental Noise 146 5.7 Concluding Remarks 147 6 Vehicle Scanning Method Enhanced by Amplifiers 149 6.1 Introduction 149 6.2 Analytical Formulation of the Problem 152 6.2.1 Dynamic Responses of the Bridge 152 6.

3 Effect of Amplifier on the Amplifier-Vehicle-Bridge System 155 6.4 Numerical Simulation of the Problem 159 6.5 Test Vehicle Set in (or Not in) Resonance 163 6.6 Effect of Amplifier on Bridge Frequency Extraction 165 6.7 Effect of Pavement Roughness 168 6.8 Concluding Remarks 171 Part II Vehicle Scanning Method for Bridge Mode Shapes and Damping Ratios 173 7 Theory for Scanning Bridge Mode Shapes Using a Two-Axle Vehicle 175 7.1 Introduction 175 7.2 Closed-Form Solutions for Contact Responses 177 7.

3 Calculation of Contact Responses for Two-Axle Vehicle 179 7.4 Recovery of Bridge Mode Shapes 181 7.5 Numerical Verification of Back-Calculated Contact Responses 184 7.6 Construction of Bridge Mode Shapes 188 7.7 Parametric Study 190 7.8 Concluding Remarks 200 8 Formula for Determining Damping Ratio Using a Two-Axle Vehicle 201 8.1 Introduction 201 8.2 Theoretical Formulation of the Problem 202 8.

3 Determination of Bridge Damping Ratio 204 8.4 Numerical Verification 206 8.5 Effect of Pavement Roughness 210 8.6 Concluding Remarks 212 9 Theory for Scanning Bridge Damping Ratios Using a Two-Axle Vehicle by Wavelet Transform 213 9.1 Introduction 213 9.2 Analytical Formulation of the Problem 215 9.3 Calculation of Contact Responses for Two-axle Vehicle Considering Suspension Effect 218 9.4 Identification of Bridge Damping Ratio 221 9.

5 Numerical Verification 224 9.6 Scanning Bridge Damping Ratio 228 9.7 Parametric Study 230 9.8 Concluding Remarks 243 10 Normalized Formula for Removing Damping Effect on Mode Shape Recovery 245 10.1 Introduction 245 10.2 Theoretical Modeling of the Problem 247 10.3 Identification of Bridge Mode Shapes with the Effect of Bridge Damping Eliminated 253 10.4 Numerical Formulation of the Problem 255 10.

5 Scanning Bridge Mode Shapes with the Effect of Bridge Damping Eliminated 260 10.6 Parametric Study 261 10.7 Concluding Remarks 268 11 Recursive Formula for Removing Damping Effect on Mode Shape Recovery 269 11.1 Introduction 269 11.2 Analytical Formulation of the Problem 271 11.3 Eliminating the Bridge Damping Effect in Bridge Mode Shape Identification 275 11.4 Numerical Verification 279 11.5 Parametric Study 285 11.

6 Concluding Remarks 292 Part III Vehicle Scanning Method for Various Types of Bridges 295 12 Recovering Frequencies and Mode Shapes of Curved Bridges 297 12.1 Introduction 297 12.2 Closed-form Solutions for the Horizontal Curved Bridge and Contact Responses 300 12.3 Calculation of Contact Responses 307 12.4 Mode Shape Construction by the VMD-SWT 309 12.5 Numerical Modeling of the Problem 311 12.6 Numerical Verification of Mode Shape Construction 317 12.7 Parametric Study 319 12.

8 Concluding Remarks 323 13 Recovering Damping Ratios of Curved Bridges 325 13.1 Introduction 325 13.2 Analytical Solutions for the Damped Horizontal Curved Bridge and Contact Responses 327 13.3 Damping Ratio Identification 336 13.4 Numerical Modeling of the Problem 339 13.5 Damping Ratio Identification for the Curved Bridge by the VMD-SWT 345 13.6 Numerical Study 346 13.7 Concluding Remarks 355 14 Scanning Frequencies and Mode Shapes of Thin-Walled Girders 357 14.

1 Introduction 357 14.2 Theoretical Formulation of the Problem 360 14.3 Contact Responses for the Two Wheels of Single-Axle Vehicle 365 14.4 Recovery of Bridge''s Mode Shapes 366 14.5 Numerical Simulation of the Problem 367 14.6 Construction of Bridge Mode Shapes 374 14.7 Parametric Study 375 14.8 Concluding Remarks 380 15 Theory for Simultaneously Scanning Modal Properties of Thin-Walled Girders 381 15.

1 Introduction 381 15.2 Theoretical Formulation of the Problem 383 15.3 Theoretical Framework for Identification of Bridge Modal Properties 388 15.4 Numerical Verification 395 15.5 Parametric Study 402 15.6 Conclusions 411 A L''Hospital''s Rule for Deriving Eq. (2.30) 413 B VBI Element for Single-DOF Vehicle 415 C VBI Element for Two-Axle Vehicle Used in Chapters 7 and 8 419 D VBI Element for Two-Axle Vehicle Used in Chapters 9 and 10 421 E Straight-Beam Approach for Vibration Analysis of Horizontal Curved Beams 423 E.

1 Elastic Stiffness and Consistent Mass Matrices of the Straight Beam Element 423 E.2 Treatment of Offset between Curved Beam and Straight Beam Element 426 E.3 Transformation Matrices 427 E.4 Procedure for Calculating Dynamic Responses of Curved Beam 428 F VBI Element Used in Chapter 14 429 G Coefficients in Eq. (15.7) of Chapter 15 431 H VBI Element Used in Chapter 15 433 References 435 Author Index 457 Subject Index 467.