{"product_id":"advanced-vehicle-scanning-method-isbn-9781394286034","title":"Advanced Vehicle Scanning Method","description":"\u003cp\u003e\u003cb\u003eFramework for scanning modal parameters of bridges from vehicle responses utilizing the Vehicle Scanning Method (VSM)\u003c\/b\u003e \u003c\/p\u003e\u003cp\u003e\u003ci\u003eAdvanced Vehicle Scanning Method: Bridge Modal Parameter Identification\u003c\/i\u003e delivers a complete theoretical framework for scanning of the modal parameters (frequencies, damping ratios, and mode shapes) of bridges from vehicle responses. This book provides comprehensive coverage of the application of the Vehicle Scanning Method (VSM) for different types of bridges, which has the advantage of mobility, economy, and efficiency over the conventional, direct method. \u003c\/p\u003e\u003cp\u003eMost of the materials presented in each chapter have been published as technical papers in high-ranking international journals, which were subjected to critical reviews. The contents of the book have been arranged such that they are reflective of the progressive advancement of the VSM technique. \u003c\/p\u003e\u003cp\u003eEdited by a highly qualified team of authors including one of the original developers of the VSM technique, \u003ci\u003eAdvanced Vehicle Scanning Method\u003c\/i\u003e includes information on: \u003c\/p\u003e\u003cul\u003e\n\u003cli\u003eThe theoretical basis for bridge frequency identification and scanning methods enhanced by software and hardware tools\u003c\/li\u003e\n\u003cli\u003eThe damping formula for determining the bridge damping ratio from the spatial correlation of the front and rear wheels of a two-axle test vehicle\u003c\/li\u003e\n\u003cli\u003eThe methods for removing the damping distortion effect on bridge mode shape recovery with no prior knowledge of bridge damping ratios\u003c\/li\u003e\n\u003cli\u003eThe theoretical basis of scanning frequencies, damping ratios, and mode shapes using VSM for various types of bridges, such as curved bridges and thin-walled girders\u003c\/li\u003e\n\u003c\/ul\u003e \u003cp\u003e\u003ci\u003eAdvanced Vehicle Scanning Method\u003c\/i\u003e is an essential reference on the subject for researchers working on bridge dynamics, graduate students in programs of study related to vehicle-bridge interaction, and practicing bridge engineers. \u003c\/p\u003e\u003cp\u003ePreface xv\u003c\/p\u003e \u003cp\u003eAcknowledgments xix\u003c\/p\u003e \u003cp\u003eList of Symbols xxi\u003c\/p\u003e \u003cp\u003eList of Abbreviations xxxi\u003c\/p\u003e \u003cp\u003e\u003cb\u003e1 Introduction 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e1.1 Background 1\u003c\/p\u003e \u003cp\u003e1.2 Basic Concept of the VSM for Bridges 3\u003c\/p\u003e \u003cp\u003e1.3 Brief on the Works Conducted by Yang and Coworkers 5\u003c\/p\u003e \u003cp\u003e1.4 Bridge Modal Parameter Identification by Researchers Worldwide 14\u003c\/p\u003e \u003cp\u003e1.5 Bridge Damage Identification by Researchers Worldwide 24\u003c\/p\u003e \u003cp\u003e1.6 Pavement Roughness Identification by Researchers Worldwide 31\u003c\/p\u003e \u003cp\u003e1.7 Vehicle Scanning Method for Railway Tracks and Bridges 32\u003c\/p\u003e \u003cp\u003e1.8 Application of Smartphone-Based IoT System in VSM 37\u003c\/p\u003e \u003cp\u003e1.9 Conclusions and Recommendations for Future Work 39\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePart I Vehicle Scanning Method for Bridge Frequencies 43\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003e2 Damped Scanning Vehicle for Bridge Frequencies: Theory and Experiment 45\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1 Introduction 45\u003c\/p\u003e \u003cp\u003e2.2 Formulation of the Analytical Theory 47\u003c\/p\u003e \u003cp\u003e2.3 Calculation of Contact Response of the Damped Test Vehicle 51\u003c\/p\u003e \u003cp\u003e2.4 Numerical Formulation of the Problem 54\u003c\/p\u003e \u003cp\u003e2.5 Parametric Study 57\u003c\/p\u003e \u003cp\u003e2.6 Experimental Study 65\u003c\/p\u003e \u003cp\u003e2.7 Concluding Remarks 79\u003c\/p\u003e \u003cp\u003e\u003cb\u003e3 Refined Detection for Bridge Frequencies: Theory and Experiment 81\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1 Introduction 81\u003c\/p\u003e \u003cp\u003e3.2 Contact Responses for Two Wheels of Single-Axle Vehicle 84\u003c\/p\u003e \u003cp\u003e3.3 Brief on Test Bridge and Direct Measurement 87\u003c\/p\u003e \u003cp\u003e3.4 Description of Self-Designed Single-Axle Test Vehicle 87\u003c\/p\u003e \u003cp\u003e3.5 Scanning Bridge's Frequencies by Test Vehicle's Rocking Motion 93\u003c\/p\u003e \u003cp\u003e3.6 Concluding Remarks 100\u003c\/p\u003e \u003cp\u003e\u003cb\u003e4 Single-Axle Two-Mass Scanning Vehicle for Bridge Frequencies: Theory 103\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1 Introduction 103\u003c\/p\u003e \u003cp\u003e4.2 Analytical Formulation of the Problem 105\u003c\/p\u003e \u003cp\u003e4.3 Vehicle-Bridge Contact Response of Two-Mass Vehicle Model 109\u003c\/p\u003e \u003cp\u003e4.4 Numerical Simulation of the Problem 111\u003c\/p\u003e \u003cp\u003e4.5 Parametric Study 117\u003c\/p\u003e \u003cp\u003e4.6 Concluding Remarks 126\u003c\/p\u003e \u003cp\u003e\u003cb\u003e5 Vehicle Scanning Method Enhanced by a Shaker 127\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1 Introduction 127\u003c\/p\u003e \u003cp\u003e5.2 Theoretical Modeling of the Problem 129\u003c\/p\u003e \u003cp\u003e5.3 Dynamic Amplification Factor of the Shaker for Vehicle and Contact Responses 135\u003c\/p\u003e \u003cp\u003e5.4 Numerical Verification 137\u003c\/p\u003e \u003cp\u003e5.5 Effect of the Shaker on Bridge Frequency Extraction 141\u003c\/p\u003e \u003cp\u003e5.6 Effects of Pavement Roughness and Environmental Noise 146\u003c\/p\u003e \u003cp\u003e5.7 Concluding Remarks 147\u003c\/p\u003e \u003cp\u003e\u003cb\u003e6 Vehicle Scanning Method Enhanced by Amplifiers 149\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1 Introduction 149\u003c\/p\u003e \u003cp\u003e6.2 Analytical Formulation of the Problem 152\u003c\/p\u003e \u003cp\u003e6.2.1 Dynamic Responses of the Bridge 152\u003c\/p\u003e \u003cp\u003e6.3 Effect of Amplifier on the Amplifier-Vehicle-Bridge System 155\u003c\/p\u003e \u003cp\u003e6.4 Numerical Simulation of the Problem 159\u003c\/p\u003e \u003cp\u003e6.5 Test Vehicle Set in (or Not in) Resonance 163\u003c\/p\u003e \u003cp\u003e6.6 Effect of Amplifier on Bridge Frequency Extraction 165\u003c\/p\u003e \u003cp\u003e6.7 Effect of Pavement Roughness 168\u003c\/p\u003e \u003cp\u003e6.8 Concluding Remarks 171\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePart II Vehicle Scanning Method for Bridge Mode Shapes and Damping Ratios 173\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003e7 Theory for Scanning Bridge Mode Shapes Using a Two-Axle Vehicle 175\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1 Introduction 175\u003c\/p\u003e \u003cp\u003e7.2 Closed-Form Solutions for Contact Responses 177\u003c\/p\u003e \u003cp\u003e7.3 Calculation of Contact Responses for Two-Axle Vehicle 179\u003c\/p\u003e \u003cp\u003e7.4 Recovery of Bridge Mode Shapes 181\u003c\/p\u003e \u003cp\u003e7.5 Numerical Verification of Back-Calculated Contact Responses 184\u003c\/p\u003e \u003cp\u003e7.6 Construction of Bridge Mode Shapes 188\u003c\/p\u003e \u003cp\u003e7.7 Parametric Study 190\u003c\/p\u003e \u003cp\u003e7.8 Concluding Remarks 200\u003c\/p\u003e \u003cp\u003e\u003cb\u003e8 Formula for Determining Damping Ratio Using a Two-Axle Vehicle 201\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1 Introduction 201\u003c\/p\u003e \u003cp\u003e8.2 Theoretical Formulation of the Problem 202\u003c\/p\u003e \u003cp\u003e8.3 Determination of Bridge Damping Ratio 204\u003c\/p\u003e \u003cp\u003e8.4 Numerical Verification 206\u003c\/p\u003e \u003cp\u003e8.5 Effect of Pavement Roughness 210\u003c\/p\u003e \u003cp\u003e8.6 Concluding Remarks 212\u003c\/p\u003e \u003cp\u003e\u003cb\u003e9 Theory for Scanning Bridge Damping Ratios Using a Two-Axle Vehicle by Wavelet Transform 213\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1 Introduction 213\u003c\/p\u003e \u003cp\u003e9.2 Analytical Formulation of the Problem 215\u003c\/p\u003e \u003cp\u003e9.3 Calculation of Contact Responses for Two-axle Vehicle Considering Suspension Effect 218\u003c\/p\u003e \u003cp\u003e9.4 Identification of Bridge Damping Ratio 221\u003c\/p\u003e \u003cp\u003e9.5 Numerical Verification 224\u003c\/p\u003e \u003cp\u003e9.6 Scanning Bridge Damping Ratio 228\u003c\/p\u003e \u003cp\u003e9.7 Parametric Study 230\u003c\/p\u003e \u003cp\u003e9.8 Concluding Remarks 243\u003c\/p\u003e \u003cp\u003e\u003cb\u003e10 Normalized Formula for Removing Damping Effect on Mode Shape Recovery 245\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1 Introduction 245\u003c\/p\u003e \u003cp\u003e10.2 Theoretical Modeling of the Problem 247\u003c\/p\u003e \u003cp\u003e10.3 Identification of Bridge Mode Shapes with the Effect of Bridge Damping Eliminated 253\u003c\/p\u003e \u003cp\u003e10.4 Numerical Formulation of the Problem 255\u003c\/p\u003e \u003cp\u003e10.5 Scanning Bridge Mode Shapes with the Effect of Bridge Damping Eliminated 260\u003c\/p\u003e \u003cp\u003e10.6 Parametric Study 261\u003c\/p\u003e \u003cp\u003e10.7 Concluding Remarks 268\u003c\/p\u003e \u003cp\u003e\u003cb\u003e11 Recursive Formula for Removing Damping Effect on Mode Shape Recovery 269\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1 Introduction 269\u003c\/p\u003e \u003cp\u003e11.2 Analytical Formulation of the Problem 271\u003c\/p\u003e \u003cp\u003e11.3 Eliminating the Bridge Damping Effect in Bridge Mode Shape Identification 275\u003c\/p\u003e \u003cp\u003e11.4 Numerical Verification 279\u003c\/p\u003e \u003cp\u003e11.5 Parametric Study 285\u003c\/p\u003e \u003cp\u003e11.6 Concluding Remarks 292\u003c\/p\u003e \u003cp\u003e\u003cb\u003ePart III Vehicle Scanning Method for Various Types of Bridges 295\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003e12 Recovering Frequencies and Mode Shapes of Curved Bridges 297\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1 Introduction 297\u003c\/p\u003e \u003cp\u003e12.2 Closed-form Solutions for the Horizontal Curved Bridge and Contact Responses 300\u003c\/p\u003e \u003cp\u003e12.3 Calculation of Contact Responses 307\u003c\/p\u003e \u003cp\u003e12.4 Mode Shape Construction by the VMD-SWT 309\u003c\/p\u003e \u003cp\u003e12.5 Numerical Modeling of the Problem 311\u003c\/p\u003e \u003cp\u003e12.6 Numerical Verification of Mode Shape Construction 317\u003c\/p\u003e \u003cp\u003e12.7 Parametric Study 319\u003c\/p\u003e \u003cp\u003e12.8 Concluding Remarks 323\u003c\/p\u003e \u003cp\u003e\u003cb\u003e13 Recovering Damping Ratios of Curved Bridges 325\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1 Introduction 325\u003c\/p\u003e \u003cp\u003e13.2 Analytical Solutions for the Damped Horizontal Curved Bridge and Contact Responses 327\u003c\/p\u003e \u003cp\u003e13.3 Damping Ratio Identification 336\u003c\/p\u003e \u003cp\u003e13.4 Numerical Modeling of the Problem 339\u003c\/p\u003e \u003cp\u003e13.5 Damping Ratio Identification for the Curved Bridge by the VMD-SWT 345\u003c\/p\u003e \u003cp\u003e13.6 Numerical Study 346\u003c\/p\u003e \u003cp\u003e13.7 Concluding Remarks 355\u003c\/p\u003e \u003cp\u003e\u003cb\u003e14 Scanning Frequencies and Mode Shapes of Thin-Walled Girders 357\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e14.1 Introduction 357\u003c\/p\u003e \u003cp\u003e14.2 Theoretical Formulation of the Problem 360\u003c\/p\u003e \u003cp\u003e14.3 Contact Responses for the Two Wheels of Single-Axle Vehicle 365\u003c\/p\u003e \u003cp\u003e14.4 Recovery of Bridge's Mode Shapes 366\u003c\/p\u003e \u003cp\u003e14.5 Numerical Simulation of the Problem 367\u003c\/p\u003e \u003cp\u003e14.6 Construction of Bridge Mode Shapes 374\u003c\/p\u003e \u003cp\u003e14.7 Parametric Study 375\u003c\/p\u003e \u003cp\u003e14.8 Concluding Remarks 380\u003c\/p\u003e \u003cp\u003e\u003cb\u003e15 Theory for Simultaneously Scanning Modal Properties of Thin-Walled Girders 381\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e15.1 Introduction 381\u003c\/p\u003e \u003cp\u003e15.2 Theoretical Formulation of the Problem 383\u003c\/p\u003e \u003cp\u003e15.3 Theoretical Framework for Identification of Bridge Modal Properties 388\u003c\/p\u003e \u003cp\u003e15.4 Numerical Verification 395\u003c\/p\u003e \u003cp\u003e15.5 Parametric Study 402\u003c\/p\u003e \u003cp\u003e15.6 Conclusions 411\u003c\/p\u003e \u003cp\u003e\u003cb\u003eA L'Hospital's Rule for Deriving Eq. (2.30) 413\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eB VBI Element for Single-DOF Vehicle 415\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eC VBI Element for Two-Axle Vehicle Used in Chapters 7 and 8 419\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eD VBI Element for Two-Axle Vehicle Used in Chapters 9 and 10 421\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eE Straight-Beam Approach for Vibration Analysis of Horizontal Curved Beams 423\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eE.1 Elastic Stiffness and Consistent Mass Matrices of the Straight Beam Element 423\u003c\/p\u003e \u003cp\u003eE.2 Treatment of Offset between Curved Beam and Straight Beam Element 426\u003c\/p\u003e \u003cp\u003eE.3 Transformation Matrices 427\u003c\/p\u003e \u003cp\u003eE.4 Procedure for Calculating Dynamic Responses of Curved Beam 428\u003c\/p\u003e \u003cp\u003e\u003cb\u003eF VBI Element Used in Chapter 14 429\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eG Coefficients in Eq. (15.7) of Chapter 15 431\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eH VBI Element Used in Chapter 15 433\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eReferences 435\u003c\/p\u003e \u003cp\u003eAuthor Index 457\u003c\/p\u003e \u003cp\u003eSubject Index 467\u003c\/p\u003e  \u003cp\u003e\u003cb\u003eDr. Hao Xu\u003c\/b\u003e is an Associate Professor at the School of Civil Engineering, Chongqing University, China. In 2023, he was awarded the Young Elite Scientists Sponsorship Program by the China Association for Science and Technology (CAST). \u003c\/p\u003e\u003cp\u003e\u003cb\u003eDr. Der-Shen Yang\u003c\/b\u003e is an Associate Professor at the College of Civil Engineering, Tongji University, China. In 2024, he was awarded the Excellent Young Scientists Fund Program (Overseas) by the National Natural Science Foundation of China. \u003c\/p\u003e\u003cp\u003e\u003cb\u003eDr. Yeong-Bin Yang\u003c\/b\u003e is Honorary Dean of the School of Civil Engineering, Chongqing University, China. He is a member of the Chinese Academy of Engineering and the European Academy of Sciences and Arts, and a foreign member of the Austrian Academy of Sciences.   \u003c\/p\u003e\u003cp\u003e\u003cb\u003eFramework for scanning modal parameters of bridges from vehicle responses utilizing the Vehicle Scanning Method (VSM)\u003c\/b\u003e \u003c\/p\u003e\u003cp\u003e\u003ci\u003eAdvanced Vehicle Scanning Method: Bridge Modal Parameter Identification\u003c\/i\u003e delivers a complete theoretical framework for scanning of the modal parameters (frequencies, damping ratios, and mode shapes) of bridges from vehicle responses. This book provides comprehensive coverage of the application of the Vehicle Scanning Method (VSM) for different types of bridges, which has the advantage of mobility, economy, and efficiency over the conventional, direct method. \u003c\/p\u003e\u003cp\u003eMost of the materials presented in each chapter have been published as technical papers in high-ranking international journals, which were subjected to critical reviews. The contents of the book have been arranged such that they are reflective of the progressive advancement of the VSM technique. \u003c\/p\u003e\u003cp\u003eEdited by a highly qualified team of authors including one of the original developers of the VSM technique, \u003ci\u003eAdvanced Vehicle Scanning Method\u003c\/i\u003e includes information on: \u003c\/p\u003e\u003cul\u003e\n\u003cli\u003eThe theoretical basis for bridge frequency identification and scanning methods enhanced by software and hardware tools\u003c\/li\u003e\n\u003cli\u003eThe damping formula for determining the bridge damping ratio from the spatial correlation of the front and rear wheels of a two-axle test vehicle\u003c\/li\u003e\n\u003cli\u003eThe methods for removing the damping distortion effect on bridge mode shape recovery with no prior knowledge of bridge damping ratios\u003c\/li\u003e\n\u003cli\u003eThe theoretical basis of scanning frequencies, damping ratios, and mode shapes using VSM for various types of bridges, such as curved bridges and thin-walled girders\u003c\/li\u003e\n\u003c\/ul\u003e \u003cp\u003e\u003ci\u003eAdvanced Vehicle Scanning Method\u003c\/i\u003e is an essential reference on the subject for researchers working on bridge dynamics, graduate students in programs of study related to vehicle-bridge interaction, and practicing bridge engineers.\u003c\/p\u003e","brand":"Wiley","offers":[{"title":"Default Title","offer_id":47988671840485,"sku":"NP9781394286034","price":150.95,"currency_code":"USD","in_stock":false}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/1842\/7735\/files\/9781394286034.jpg?v=1761781204","url":"https:\/\/k12savings.com\/products\/advanced-vehicle-scanning-method-isbn-9781394286034","provider":"K12savings","version":"1.0","type":"link"}