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Special Topics in Structural Dynamics, Volume 6
Preface
6
Contents
8
1 Development of Reduced Order Models to Non-modeled Regions
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Nomenclature
10
1.1 Introduction
11
1.2 Theoretical Background
11
1.2.1 Model Reduction/Expansion Techniques
11
1.2.2 System Equivalent Reduction Expansion Process (SEREP)
13
1.2.3 Modal Assurance Criterion (MAC)
14
1.2.4 Pseudo Orthogonality Check (POC)
14
1.3 Model Description
14
1.3.1 Model 1 (Line)
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1.3.2 Model 2 (Shell)
15
1.3.3 Model 3 (Hybrid)
15
1.3.4 Model 4 (Hybrid-Offset)
15
1.3.5 Model 5 (Hybrid-1 Node)
15
1.4 Cases Studied
16
1.4.1 Case X
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1.4.2 Case Y
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1.4.3 Case Z
18
1.5 Conclusion
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References
20
2 Prediction of Forced Response Using Expansion of Perturbed Reduced Order Models with Inexact Representation of System Modes
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Nomenclature
21
Symbols
21
Acronyms
22
2.1 Introduction
22
2.2 Theory
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2.2.1 Equations of Motion for Multiple Degree of Freedom System
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2.2.2 Structural Dynamic Modification
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2.2.3 General Reduction/Expansion Methodology and Model Updating
25
2.2.3.1 System Equivalent Reduction Expansion Process (SEREP)
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2.2.3.2 KM_AMI Reduction
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2.2.4 System Forced Response Analysis
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2.2.5 Time Response Correlation Tools
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2.2.5.1 Modal Assurance Criterion (MAC)
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2.2.5.2 Time Response Assurance Criterion (TRAC)
27
2.3 Model Description
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2.4 Cases Studied
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2.4.1 Case A-1: Reference Model
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2.4.2 Case A-2: Guyan Reduced Order Models
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2.4.2.1 Case A-2.1
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2.4.2.2 Case A-2.2
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2.4.3 Case A-3: SEREP Reduced Order Models
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2.4.3.1 Case A-3.1
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2.4.3.2 Case A-3.2
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2.4.4 Case A-4: KM_AMI Model Improvement from Guyan Reduced Order Models
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2.4.4.1 Case A-4.1
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2.4.4.2 Case A-4.2
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2.4.5 Overview of Case B
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2.4.6 Case B-1: Modified/Perturbed Reference Model (Imperfect FEM Representation of Truth Model)
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2.4.7 Case B-2: Reduced Order Models of Reference Beam (Unmodified)
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2.4.7.1 Case B-2.1
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2.4.7.2 Case B-2.2
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2.4.7.3 Case B-2.3
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2.5 Observations
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2.6 Conclusions
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References
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3 Estimation of Rotational Frequency Response Functions
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3.1 Introduction
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3.2 Theoretical Development
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3.2.1 Data Expansion Techniques
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3.2.1.1 System Equivalent Reduction Expansion Process
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3.2.1.2 Kidder's Method
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3.2.1.3 Modified Kidder's Method
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3.2.2 FRF Expansion Techniques
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3.2.2.1 FRF Expansion Using SEREP
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3.2.2.2 FRF Expansion Using the Modified Kidder's Method
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3.3 Numerical Simulations
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3.4 Results And Discussion
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3.5 Conclusions
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References
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4 Estimation of Spatial Distribution of Disturbances
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4.1 Introduction
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4.2 The Kalman Filter
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4.3 Innovations Correlations Approach
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4.4 Numerical Experiment: Five-DOF Spring Mass System
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4.5 Conclusions
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References
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5 Body Wise Time Integration of Multi Body Dynamic Systems
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Nomenclature
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5.1 Introduction
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5.2 Theory
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5.2.1 Body Iteration
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5.2.2 Constraint Update
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5.3 Numerical Time Integration
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5.4 Conclusion
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References
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6 Structural Dynamic Modeling: Tales of Sin and Redemption
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6.1 Introduction
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6.2 Nomenclature
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6.3 Structural Dynamics Modeling: The Present State-of-the-Art
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6.3.1 Proportional Damping Formulations
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6.3.2 Assembly of Structural Dynamic Models from Discrete Components
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6.3.3 Interaction of Structures with Fluid Media
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6.4 Damping in Structural Assemblies
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6.4.1 Evidence of Displacement Proportional Structural Damping
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6.4.2 Viscoelastic Material Behavior and Structural Joint Models
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6.4.3 A Fresh Look at Structural Damping
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6.5 Interface Flexibility in Structural Assemblies-A Retrospective
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6.6 Conclusions
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References
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7 Muscle Property Identification During Joint Motion Using the NL-LTP Method
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7.1 Introduction
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7.2 Model and Simulation
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7.3 Results
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7.4 Discussion
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7.5 Conclusions
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Appendix
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References
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8 On the Detectability of Femoral Neck Fractures with Vibration Measurements
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8.1 Introduction
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8.2 Patients and Methods
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8.3 Ethics
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8.4 Results and Discussion
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8.5 Reproducibility of FRFs
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References
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9 Static Calibration of Microelectromechanical Systems (MEMS) Accelerometers for In-Situ Wind Turbine Blade Condition Monitoring
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9.1 Introduction
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9.2 MEMS Accelerometers and Positioning
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9.3 Static Calibration
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9.3.1 Methodology: Least Square Approximation
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9.3.2 Results
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9.4 Conclusions
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References
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10 Predicting Full-Field Strain on a Wind Turbine for Arbitrary Excitation Using Displacements of Optical Targets Measured with Photogrammetry
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Nomenclature
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10.1 Introduction
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10.2 Theory
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10.2.1 Expansion
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10.2.2 Correlation Tools
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10.3 Test Setup
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10.4 Modeling and Data Processing
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10.5 Cases Studied
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10.5.1 Sine Dwell Excitation
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10.5.2 Pluck Test
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10.5.3 Random Impact Excitations
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10.5.4 Random Excitation with a Mechanical Shaker
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10.6 Observations
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10.7 Conclusions
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References
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11 Predicting the Vibration Response in Subcomponent Testing of Wind Turbine Blades
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11.1 Introduction
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11.2 Governing Equations
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11.2.1 Vibration of Specially Orthotropic Laminated Plate
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11.3 Complete Similarity
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11.4 Partial Similarity
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11.4.1 Distortion in Aspect Ratio
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11.4.2 Distortion in Ply Stack Up
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11.5 Discussion
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11.6 Conclusion
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References
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12 Linear Modal Analysis of a Horizontal-Axis Wind Turbine Blade
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12.1 Introduction
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12.2 Model Definition
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12.3 Equations of Motion
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12.4 Case Studies
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12.4.1 A Hollow Rectangular Beam with a Structural Twist
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12.4.2 NREL's 5 MW Turbine Blade
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12.5 Conclusions
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References
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13 Reduced-Order Modeling of Turbine Bladed Discs by 1D Elements
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13.1 Introduction
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13.2 1-D Modelling of a Turbine Blade
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13.3 Cross-Section
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13.4 Beam Model
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13.5 Mesh Assemblage
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13.6 Solution
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13.7 Validation
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13.8 Closing Remarks
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References
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14 Damping Estimation for Turbine Blades Under Non-stationary Rotation Speed
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14.1 Introduction
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14.2 Description of the Problem
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14.3 Effects of the Sweep Rate
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14.4 Time-Frequency Analysis
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14.5 Identification of Time-Variant Systems
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14.6 Concluding Remarks
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References
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15 Finite Element Modeling of a 40m Space Frame Wind Turbine Tower
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15.1 Introduction
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15.2 Experimental Testing of the Tower
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15.3 Modeling of the Tower
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15.3.1 Modeling of the Filleted L-Beam
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15.3.2 Modeling of the Bolted Joint Connections
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15.3.2.1 Modeling of the Regular Bolted Joints
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15.3.2.2 Modeling of the Interference-Pin Bolted Joint Connection
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15.3.3 Simulation of L-Beams and Joints
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15.3.3.1 Simulation of Filleted L-Beam Versus Non-filleted L-Beam
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15.3.3.2 Simulation of Actual Tower Lay-Out Bolted Joints Versus No Bolts and All Regular Bolts
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15.3.4 Assembling the Tower
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15.3.5 Modeling of the Ground Surrounding the Tower
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15.4 Conclusion
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References
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16 Experimental Validation of Modal Parameters in Rotating Machinery
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16.1 Introduction
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16.2 Experimental Modal Analysis of Rotating Systems
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16.2.1 The Linear Speed Dependent Model
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16.2.2 Cyclic Energy Dissipation and Stability
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16.2.3 Modeling of Rotating Damping
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16.3 Estimation of the Damping Matrix
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16.3.1 Damping Matrix Estimation Methods
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16.3.2 Limitations of the Damping Estimation Method
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16.3.2.1 Mode Shape Errors
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16.3.2.2 Incomplete Data and Modal Truncation
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16.4 Extracting the Rotating Damping Effect from Measurements
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16.4.1 The Rotating Damping Setup
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16.4.2 Nonrotating Shaft
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16.4.2.1 Modeling, Updating and Reducing of the Model
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16.4.2.2 Identification of the Damping Matrix
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16.4.3 Rotating Shaft
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16.5 Experimental Validation
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16.6 Conclusion
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References
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17 Estimation of Modal Damping for Structures with Localized Dissipation
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17.1 Introduction
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17.2 Energetic Method
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17.3 Advantages and Limitations of the Energetic Method
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17.3.1 Influence of the Mode Projection
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17.3.2 Effects of the Localized Damping Level
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17.3.3 Influence of Modal Density
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17.4 Conclusion
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References
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18 Design of UAV for Surveillance Purposes
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18.1 Introduction
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18.2 Scan and Identification
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18.3 Definition of the Path, Priority and Coming Back: The Neural Network
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18.4 Conclusions
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References
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19 An Innovative Solution for Carving Ski Based on Retractile Blades
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19.1 Introduction
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19.2 The Prototype
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19.3 The Field Test
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19.3.1 The Test Track
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19.3.2 Experimental Setup
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19.3.3 The Experimental Results
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19.4 Conclusion and Future Work
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References
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