Moving Loads - Dynamic Analysis and Identification Techniques: Structures and Infrastructures Book Series, Vol. 8

 Content: Chapter 1 Introduction  1.1 Overview  1.2 Background of the Moving Load Problem  1.3 Models for the Vehicle-Bridge System  1.3.1 Continuous Beam under Moving Loads  1.3.1.1 Moving Force, Moving Mass and Moving Oscillator  1.3.1.2 Multi-span Beam  1.3.1.3 Timoshenko Beam  1.3.1.4 Beam with Crack  1.3.1.5 Prestressed Beam  1.3.2 Continuous Plate under Moving Loads  1.3.2.1 Plate Models  1.3.2.2 Moving Forces  1.3.2.3 Quarter-truck Model  1.3.2.4 Half-truck Model  1.4 Dynamic Analysis of the Vehicle-Bridge System  1.4.1 Methods based on Modal Superposition Technique  1.4.2 Methods based on the Finite Element Method  1.5 The Load Identification Techniques  1.5.1 The Weigh-In-Motion Technique  1.5.2 The Force Identification Techniques  1.5.3 The Moving Force Identification Techniques  1.6 Problem Statement on the Moving Load Identification  1.7 Model Condensation Techniques  1.8 Summary Part I - Moving Load Problems Chapter 2 Dynamic Response of Multi-span Continuous Beams under Moving Loads 2.1 Introduction  2.2 Multi-span Continuous Beam  2.2.1 The Exact Solution  2.2.1.1 Free Vibration  2.2.1.2 Dynamic Behavior under Moving Loads  2.2.2 Solution with Assumed Modes  2.2.2.1 Assumed Modes for a Uniform Beam  2.2.2.2 Assumed Modes for a Non-uniform Beam  2.2.3 Precise Time Step Integration versus Newmark-Beta Method  2.2.3.1 Newmark-Beta Method  2.2.3.2 Precise Time Step Integration Method  2.3 Multi-span Continuous Beam with Elastic Bearings  2.3.1 Free Vibration  2.3.2 Dynamic Behavior under Moving Loads  2.4 Summary Chapter 3 Dynamic Response of Orthotropic Plates under Moving Loads  3.1 Introduction  3.2 Orthotropic Plates under Moving Loads  3.2.1 Free Vibration  3.2.2 Dynamic Behavior under Moving Loads  3.2.3 Numerical Simulation  3.2.3.1 Natural Frequency of Orthotropic Plates  3.2.3.2 Simply Supported Beam-Slab Type Bridge Deck under Moving Loads  3.3 Multi-span Continuous Orthotropic Plate under Moving Loads  3.3.1 Dynamic Behavior under Moving Loads  3.3.2 Modal Analysis of Multi-span Continuous Plates  3.3.3 Numerical Examples  3.4 Summary  Chapter 4 Application of Vehicle-Bridge Interaction Dynamics  4.1 Introduction  4.2 Bridge Dynamic Response 4.2.1 Vehicle and Bridge Models  4.2.2 Vehicle-Bridge Interaction  4.2.3 Road Surface Roughness  4.2.4 Braking of Vehicle  4.2.5 Computational Algorithm  4.2.6 Numerical Simulation  4.3 Dynamic Loads on Continuous Multi-Lane Bridge Decks from Moving Vehicles  4.3.1 Bridge Model  4.3.2 Vehicle Model  4.3.3 Vehicle-Bridge Interaction  4.4 Impact Factors  4.4.1 Dynamic Loading from a Single Vehicle  4.4.2 Dynamic Loading from Multiple Vehicles  4.5 Summary  Part II - Moving Load Identification Problems Chapter 5 Moving Force Identification in Frequency-Time Domain  5.1 Introduction  5.2 Moving Force Identification in Frequency-Time Domain  5.2.1 Equation of Motion  5.2.2 Identification from Accelerations  5.2.3 Solution in Time Domain  5.2.4 Identification from Bending Moments and Accelerations  5.2.5 Regularization of the Solution  5.3 Numerical Examples  5.3.1 Single Force Identification  5.3.2 Two Forces Identification  5.4 Laboratory Experiments with Two Moving Loads  5.4.1 Experimental Setup  5.4.2 Experimental Procedure  5.4.3 Experimental Results  5.5 Summary  Chapter 6 Moving Force Identification in Time Domain  6.1 Introduction  6.2 Moving Force Identification - The Time Domain Method (TDM)  6.2.1 Theory  6.2.1.1 Equation of Motion and Modal Superposition  6.2.1.2 Force Identification from Bending Moments  6.2.1.3 Identification from Accelerations  6.2.1.4 Identification from Bending Moments and Accelerations  6.2.2 Simulation Studies  6.2.3 Experimental Studies  6.2.4 Discussions  6.3 Moving Force Identification - Exact Solution Technique (EST)  6.3.1 Beam Model 125 6.3.1.1 Identification from Strains  6.3.1.2 Identification from Accelerations  6.3.1.3 Statement of the Problem  6.3.2 Plate Model  6.3.2.1 Identification from Strains  6.3.2.2 Identification from Accelerations  6.3.2.3 Computation Algorithm  6.3.3 Numerical Examples  6.3.3.1 Beam Model 6.3.3.2 Two-dimensional Plate Model  6.3.4 Laboratory Studies  6.3.4.1 Beam Model  6.3.4.2 Plate Model  6.4 Summary  Chapter 7 Moving Force Identification in State Space  7.1 Introduction  7.2 Method I - Solution based on Dynamic Programming  7.2.1 State-Space Model  7.2.2 Formulation of Matrix G for Two Moving Loads Identification  7.2.3 Problem Statement  7.2.4 Computation Algorithm  7.2.5 Numerical Examples  7.2.5.1 Single-Force Identification  7.2.5.2 Two-Forces Identification  7.2.6 Experiment and Results  7.2.6.1 Single-Force Identification  7.2.6.2 Two-Forces Identification  7.2.7 Discussions on the Performance of Method I  7.3 Method II - Solution based on Regularization Algorithm  7.3.1 Discrete Time State-Space Model  7.3.2 Moving Load Identification  7.3.3 Numerical Studies  7.3.3.1 Validation of Method II  7.3.3.2 Study on the Effects of Sensor Type and Location  7.3.3.3 Further Studies on the Sensor Location Effect and Velocity Measurement  7.3.3.4 Effect of the Aspect Ratio of the Bridge Deck  7.3.3.5 Further Studies on the Effect of Noise in Different Types of Measurements  7.3.4 Experimental Studies  7.3.4.1 Experimental Set-up 7.3.4.2 Axle Loads and Wheel Loads Identification 7.3.5 Comparison of the Two State-Space Approaches  7.4 Summary  Chapter 8 Moving Force Identification with Generalized Orthogonal Function Expansion 8.1 Introduction  8.2 Orthogonal Functions 8.2.1 Series Expansion  8.2.2 Generalized Orthogonal Function  8.2.3 Wavelet Deconvolution  8.3 Moving Force Identification 8.3.1 Beam Model  8.3.1.1 Generalized Orthogonal Function Expansion  8.3.1.2 Moving Force Identification Theory 8.3.2 Plate Model  8.4 Applications  8.4.1 Identification with a Beam Model  8.4.1.1 Single-Span Beam  8.4.1.2 Two-Span Continuous Beam  8.4.2 Identification with a Plate Model 8.4.2.1 Study on the Noise Effect  8.4.2.2 Identification with Incomplete Modal Information 8.4.2.3 Effects of Travel Path Eccentricity  8.5 Laboratory Studies  8.5.1 Beam Model 8.5.1.1 Experimental Setup and Measurements  8.5.1.2 Force Identification  8.5.2 Plate Model  8.5.2.1 Experimental Set-up  8.5.2.2 Wheel Load Identification  8.5.2.3 Effect of Unequal Number of Modes in the Response and in the Identification 8.6 Summary Chapter 9 Moving Force Identification based on Finite Element Formulation  9.1 Introduction  9.2 Moving Force Identification  9.2.1 Interpretive Method I  9.2.1.1 Predictive Analysis  9.2.1.2 Interpretive Analysis 9.2.2 Interpretive Method II  9.2.3 Regularization Method  9.2.3.1 Equation of Motion  9.2.3.2 Vehicle Axle Load Identification from Strain Measurements  9.2.3.3 Regularization Algorithm  9.3 Numerical Examples  9.3.1 Effect of Discretization of the Structure and Sampling Rate 9.3.2 Effect of Number of Sensors and Noise Level  9.4 Laboratory Verification  9.4.1 Experimental Set-up  9.4.2 Identification from Measured Strains  9.5 Comparative Studies  9.5.1 Effect of Noise Level  9.5.2 Effect of Modal Truncation  9.5.3 Effect of Number of Measuring Points 9.5.4 Effect of Sampling Frequency  9.6 Summary  Chapter 10 Application of Vehicle-Bridge Interaction Force Identification 10.1 Merits and Disadvantages of Different Moving Force Identification Techniques 10.2 Practical Issues on the Vehicle-Bridge Interaction Force Identification 10.2.1 Bridge Weigh-In-Motion  10.2.2 Moving Force Identification Techniques 10.2.2.1 Access to Available Data 10.2.2.2 Accuracy of Available Data 10.3 Further Comparison of the FEM Formulation and the EST Method in the Vehicle-Bridge Interaction Identification 10.3.1 Effect of Road Surface Roughness and Moving Speed  10.3.2 Identification of Moving Loads on a Bridge Deck with Varying Speeds  10.3.3 Identification with Incomplete Vehicle Speed Information 10.4 Dynamic Axle and Wheel Load Identification  10.4.1 Dynamic Axle Load Identification  10.4.1.1 Study 1: Effect of Number of Modes 10.4.1.2 Study 2: Effect of Measuring Locations  10.4.1.3 Study 3: Effect of Load Eccentricities  10.4.2 Wheel Load Identification  10.4.2.1 Study 4: Effect of Measuring Locations 10.4.2.2 Study 5: Effect of Load Eccentricities  10.4.2.3 Study 6: Effect of Number of Modes  10.5 Modifications and Special Topics on the Moving Load Identification Techniques  10.5.1 First Order Hold Discrete versus Zeroth Order Hold Discrete  10.5.1.1 Zeroth-Order Hold Discrete Method in Response Analysis 10.5.1.2 Triangle First-Order Hold Discrete Method  10.5.2 First Order Regularization versus Zeroth Order Regularization 10.5.2.1 Tikhonov Regularization  10.5.2.2 First-Order Tikhonov Regularization 10.6 Summary  Chapter 11 Concluding Remarks and Future Directions 11.1 State of the Art  11.2 Future Directions  11.2.1 Effect of Uncertainties on Moving Force Identification 11.2.2 Moving Force Identification with Complex Structures  11.2.3 Integrated Bridge Weigh-In-Motion with Structural Health Monitoring References  Subject Index