Cover image for Bayesian methods for structural dynamics and civil engineering
Title:
Bayesian methods for structural dynamics and civil engineering
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Publication Information:
Singapore ; Hoboken, NJ : John Wiley & Sons, c2010
Physical Description:
xvi, 294 p. : ill. ; 26 cm.
ISBN:
9780470824542

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30000010316555 TA340 Y84 2010 Open Access Book Book
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Summary

Summary

Bayesian methods are a powerful tool in many areas of science and engineering, especially statistical physics, medical sciences, electrical engineering, and information sciences. They are also ideal for civil engineering applications, given the numerous types of modeling and parametric uncertainty in civil engineering problems. For example, earthquake ground motion cannot be predetermined at the structural design stage. Complete wind pressure profiles are difficult to measure under operating conditions. Material properties can be difficult to determine to a very precise level - especially concrete, rock, and soil. For air quality prediction, it is difficult to measure the hourly/daily pollutants generated by cars and factories within the area of concern. It is also difficult to obtain the updated air quality information of the surrounding cities. Furthermore, the meteorological conditions of the day for prediction are also uncertain. These are just some of the civil engineering examples to which Bayesian probabilistic methods are applicable.

Familiarizes readers with the latest developments in the field Includes identification problems for both dynamic and static systems Addresses challenging civil engineering problems such as modal/model updating Presents methods applicable to mechanical and aerospace engineering Gives engineers and engineering students a concrete sense of implementation Covers real-world case studies in civil engineering and beyond, such as: structural health monitoring seismic attenuation finite-element model updating hydraulic jump artificial neural network for damage detection air quality prediction Includes other insightful daily-life examples Companion website with MATLAB code downloads for independent practice Written by a leading expert in the use of Bayesian methods for civil engineering problems

This book is ideal for researchers and graduate students in civil and mechanical engineering or applied probability and statistics. Practicing engineers interested in the application of statistical methods to solve engineering problems will also find this to be a valuable text.

MATLAB code and lecture materials for instructors available at www.wiley.com/go/yuen


Author Notes

Ka-Veng Yuen is an Associate Professor of Civil and Environmental Engineering at the University of Macau. His research interests include random vibrations, system identification, structural health monitoring, modal/model identification, reliability analysis of engineering systems, structural control, model class selection, air quality prediction, non-destructive testing and probabilistic methods. He has been working on Bayesian statistical inference and its application since 1997. Yuen has published over sixty research papers in international conferences and top journals in the field. He is an editorial board member of the International Journal of Reliability and Safety , and is also a member of the ASCE Probabilistic Methods Committee, the Subcommittee on Computational Stochastic Mechanics, and the Subcommittee on System Identification and Structural Control of the International Association for Structural Safety and Reliability (IASSAR), as well as the Committee of Financial Analysis and Computation, Chinese Association of New Cross Technology in Mathematics, Mechanics and Physics. Yuen holds an M.S. from Hong Kong University of Science and Technology and a Ph.D. from Caltech, both in Civil Engineering.


Table of Contents

Prefacep. xi
Acknowledgementsp. xiii
Nomenclaturep. xv
1 Introductionp. 1
1.1 Thomas Bayes and Bayesian Methods in Engineeringp. 1
1.2 Purpose of Model Updatingp. 3
1.3 Source of Uncertainty and Bayesian Updatingp. 5
1.4 Organization of the Bookp. 8
2 Basic Concepts and Bayesian Probabilistic Frameworkp. 11
2.1 Conditional Probability and Basic Conceptsp. 12
2.1.1 Bayes' Theorem for Discrete Eventsp. 13
2.1.2 Bayes' Theorem for Continuous-valued Parameters by Discrete Eventsp. 15
2.1.3 Bayes' Theorem for Discrete Events by Continuous-valued Parametersp. 17
2.1.4 Bayes' Theorem between Continuous-valued Parametersp. 18
2.1.5 Bayesian Inferencep. 20
2.1.6 Examples of Bayesian Inferencep. 24
2.2 Bayesian Model Updating with Input-output Measurementsp. 33
2.2.1 Input-output Measurementsp. 33
2.2.2 Bayesian Parametric Identificationp. 34
2.2.3 Model Identifiabilityp. 35
2.3 Deterministic versus Probabilistic Methodsp. 40
2.4 Regression Problemsp. 43
2.4.1 Linear Regression Problemsp. 43
2.4.2 Nonlinear Regression Problemsp. 47
2.5 Numerical Representation of the Updated PDFp. 48
2.5.1 General Form of Reliability Integralsp. 48
2.5.2 Monte Carlo Simulationp. 49
2.5.3 Adaptive Markov Chain Monte Carlo Simulationp. 50
2.5.4 Illustrative Examplep. 54
2.6 Application to Temperature Effects on Structural Behaviorp. 61
2.6.1 Problem Descriptionp. 61
2.6.2 Thermal Effects on Modal Frequencies of Buildingsp. 61
2.6.3 Bayesian Regression Analysisp. 64
2.6.4 Analysis of the Measurementsp. 66
2.6.5 Concluding Remarksp. 68
2.7 Application to Noise Parameters Selection for the Kalman Filterp. 68
2.7.1 Problem Descriptionp. 68
2.7.2 Kalman Filterp. 68
2.7.3 Illustrative Examplesp. 71
2.8 Application to Prediction of Particulate Matter Concentrationp. 77
2.8.1 Introductionp. 77
2.8.2 Extended-Kalman-filter based Time-varying Statistical Modelsp. 80
2.8.3 Analysis with Monitoring Datap. 87
2.8.4 Conclusionp. 98
3 Bayesian Spectral Density Approachp. 99
3.1 Modal and Model Updating of Dynamical Systemsp. 99
3.2 Random Vibration Analysisp. 101
3.2.1 Single-degree-of-freedom Systemsp. 101
3.2.2 Multi-degree-of-freedom Systemsp. 102
3.3 Bayesian Spectral Density Approachp. 104
3.3.1 Formulation for Single-channel Output Measurementsp. 105
3.3.2 Formulation for Multiple-channel Output Measurementsp. 110
3.3.3 Selection of the Frequency Index Setp. 115
3.3.4 Nonlinear Systemsp. 116
3.4 Numerical Verificationsp. 116
3.4.1 Aliasing and Leakagep. 117
3.4.2 Identification with the Spectral Density Approachp. 122
3.4.3 Identification with Small Amount of Datap. 126
3.4.4 Concluding Remarksp. 127
3.5 Optimal Sensor Placementp. 127
3.5.1 Information Entropy with Globally Identifiable Casep. 128
3.5.2 Optimal Sensor Configurationp. 129
3.5.3 Robust Information Entropyp. 130
3.5.4 Discrete Optimization Algorithm for Suboptimal Solutionp. 131
3.6 Updating of a Nonlinear Oscillatorp. 132
3.7 Application to Structural Behavior under Typhoonsp. 138
3.7.1 Problem Descriptionp. 138
3.7.2 Meteorological Information of the Two Typhoonsp. 140
3.7.3 Analysis of Monitoring Datap. 142
3.7.4 Concluding Remarksp. 152
3.8 Application to Hydraulic Jumpp. 152
3.8.1 Problem Descriptionp. 152
3.8.2 Fundamentals of Hydraulic Jumpp. 153
3.8.3 Roller Formation-advection Modelp. 153
3.8.4 Statistical Modeling of the Surface Fluctuationp. 154
3.8.5 Experimental Setup and Resultsp. 155
3.8.6 Concluding Remarksp. 159
4 Bayesian Time-domain Approachp. 161
4.1 Introductionp. 161
4.2 Exact Bayesian Formulation and its Computational Difficultiesp. 162
4.3 Random Vibration Analysis of Nonstationary Responsep. 164
4.4 Bayesian Updating with Approximated PDF Expansionp. 167
4.4.1 Reduced-order Likelihood Functionp. 172
4.4.2 Conditional PDFsp. 172
4.5 Numerical Verificationp. 174
4.6 Application to Model Updating with Unmeasured Earthquake Ground Motionp. 179
4.6.1 Transient Response of a Linear Oscillatorp. 179
4.6.2 Building Subjected to Nonstationary Ground Excitationp. 182
4.7 Concluding Remarksp. 186
4.8 Comparison of Spectral Density Approach and Time-domain Approachp. 187
4.9 Extended Readingsp. 189
5 Model Updating Using Eigenvalue-Eigenvector Measurementsp. 193
5.1 Introductionp. 193
5.2 Formulationp. 196
5.3 Linear Optimization Problemsp. 198
5.3.1 Optimization for Mode Shapesp. 199
5.3.2 Optimization for Modal Frequenciesp. 199
5.3.3 Optimization for Model Parametersp. 200
5.4 Iterative Algorithmp. 200
5.5 Uncertainty Estimationp. 201
5.6 Applications to Structural Health Monitoringp. 202
5.6.1 Twelve-story Shear Buildingp. 202
5.6.2 Three-dimensional Six-story Braced Framep. 205
5.7 Concluding Remarksp. 210
6 Bayesian Model Class Selectionp. 213
6.1 Introductionp. 213
6.1.1 Sensitivity, Data Fitness and Parametric Uncertaintyp. 216
6.2 Bayesian Model Class Selectionp. 219
6.2.1 Globally Identifiable Casep. 221
6.2.2 General Casep. 225
6.2.3 Computational Issues: Transitional Markov Chain Monte Carlo Methodp. 228
6.3 Model Class Selection for Regression Problemsp. 229
6.3.1 Linear Regression Problemsp. 229
6.3.2 Nonlinear Regression Problemsp. 234
6.4 Application to Modal Updatingp. 235
6.5 Application to Seismic Attenuation Empirical Relationshipp. 238
6.5.1 Problem Descriptionp. 238
6.5.2 Selection of the Predictive Model Classp. 239
6.5.3 Analysis with Strong Ground Motion Measurementsp. 241
6.5.4 Concluding Remarksp. 249
6.6 Prior Distributions - Revisitedp. 250
6.7 Final Remarksp. 252
Appendix A Relationship between the Hessian and Covariance Matrix for Gaussian Random Variablesp. 257
Appendix B Contours of Marginal PDFs for Gaussian Random Variablesp. 263
Appendix C Conditional PDF for Predictionp. 269
C.l Two Random Variablesp. 269
C.2 General Casesp. 273
Referencesp. 279
Indexp. 291