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Special Topics in Structural Dynamics & Experimental Techniques, Volume 5
Preface: SEM 2022 IMAC XL – Volume 5
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Contents
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1 Multi-Cellular Damping for Composite Material Applications
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1.1 Introduction
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1.2 Background
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1.3 Analysis
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1.4 Conclusion
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References
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2 Novel Data Acquisition Utilising a Flask Python Digital Twin Operational Platform
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2.1 Introduction
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2.2 Digital Twin Operational Platform
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2.2.1 DTOP-Cristallo
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2.3 Experimental System
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2.3.1 Setup
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2.3.2 Code
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2.4 Results
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2.5 Conclusions
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References
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3 Model Validation for Combined Inertial Acceleration and Vibration Environments
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3.1 Introduction
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3.2 Unit Description
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3.2.1 Design
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3.2.2 Centrifuge Setup
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3.3 Experimental Characterization
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3.3.1 Modal Testing
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3.3.2 Vibrafuge Testing
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3.4 Finite Element Analysis
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3.4.1 Modal Analysis
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Model Calibration
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Preloaded/Handoff Modal
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3.4.2 Random Vibration Analysis
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Loading Cases
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Random Vibration Loading
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Random Vibration Results
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3.5 Conclusion
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A.1 Appendix
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References
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4 Modal Testing with Piezoelectric Stack Actuators
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4.1 Introduction
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4.2 Transfer Function Derivation
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4.3 Experimental Application
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4.4 Conclusions
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References
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5 Generative Adversarial Networks for Labelled Vibration Data Generation
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5.1 Introduction
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5.1.1 Problems
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5.1.2 Background
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5.1.3 Objective of the Study
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5.2 Workflow
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5.2.1 Data and Equipment
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5.2.2 Data Preprocessing
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5.2.3 Model Architecture
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5.2.4 Fine-Tuning for Training
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5.2.5 Evaluation and Interpretation of the Results
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5.3 Conclusion
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References
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6 Validation of an Impulse Response Filter for Impact Force Reconstruction on a Hammer Drill
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6.1 Introduction
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6.2 Impulse Response Filter
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6.3 Validation Case
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6.4 Conclusion
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References
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7 Determination of Nonlinear Joint Forces and Nonlinear Identification of Jointed Connections Using FRFs
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7.1 Introduction
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7.2 Theory
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7.3 Results
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7.4 Conclusion
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References
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8 Investigation of Using Log-Spectrum Averaging (Cepstral Averaging) for Blind Reconstruction of an Unknown Impact Input Force
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8.1 Introduction
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8.2 Methodology
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8.3 Simulation Results
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8.3.1 FE Model and Simulation Parameters
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8.3.2 Blind ILP Result (Noise-Free Case)
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8.4 Discussion
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8.5 Conclusion
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References
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9 The Application of a Force Identification Method Based on Particle Swarm Optimization to Compression Steel Bars
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9.1 Introduction
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9.2 Theoretical Model
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9.3 Experimental Setup
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9.4 Experimental Results
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9.5 Conclusion
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Appendix
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References
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10 Degree of Freedom Selection Approaches for MIMO Vibration Test Design
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Introduction
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Theory
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Sensor Selection Approach
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Optimal Experimental Design
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Test Design
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Model
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Field Environment
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Laboratory Conditions
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Analysis Steps
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Results
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Single Example – Nominal Laboratory Model – Nominal Field Model – Environment A
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Overall Performance
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Model Variation
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Additional Considerations
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Conclusions
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References
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11 Vibration Mitigation of Bladed Structures Using Piezoelectric Digital Vibration Absorbers
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Introduction
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Background
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Results
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Conclusion
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References
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12 An Open-Source Automatic Modal Hammer Suitable for Studying Nonlinear DynamicalSystems
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Introduction
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Methods
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Results
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References
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13 Crack Diagnosis and Prognosis of Miter Gates Based on a Global-Local Model and Image Observations
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Introduction
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IGL Algorithm
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Image-Based Measurements
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Online Diagnosis and Prognosis
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Results
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Conclusion
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References
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14 A Hierarchical Filtering Approach for Online Damage Detection Using Parametric Reduced-Order Models
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Introduction
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Methodology
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Results
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Conclusions
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References
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15 A Tutorial on an Open-Source Python Package for Frequency-Based Substructuring and Transfer Path Analysis
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Introduction
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Recap of the Existing pyFBS Features
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Test Structure Datasets
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3D Display
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FRF Synthetization
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Virtual Point Transformation
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System-Equivalent Model Mixing
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Source Characterization with the In-Situ TPA
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Additional Features of pyFBS
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Singular Vector Transformation
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Operational System Identification
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Conclusions
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References
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16 Miniature Underwater Robot – An Experimental Case Study
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Introduction
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Experiments and Analysis
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Conclusion
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References
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17 Benefits of Using a Portable Coordinate Measurement Machine to Measure a Modal Test Geometry
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Introduction
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Standard Geometry Generation Methods
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Basic Process for Generating Test Geometries with a PCMM
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Defining the Locations of Triaxial Accelerometers
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Defining the Locations of Uniaxial Accelerometers
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Converting the Probe Data into a Test Geometry
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Measuring Probe Data on Large Structures
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Comments on Accuracy
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Identifying Specified Measurement Locations
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Benefits from Using the PCMM and Geometry Generation Script
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Conclusions
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References
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