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Probabilistic assessment of structural condition through clustering-based multiple FE model update : 클러스터링에 기반한 다중 유한요소모델 업데이트를 통한 확률론적 구조성능 평가

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dc.contributor.advisor고현무-
dc.contributor.author김현중-
dc.date.accessioned2017-07-13T06:39:15Z-
dc.date.available2017-07-13T06:39:15Z-
dc.date.issued2015-02-
dc.identifier.other000000026455-
dc.identifier.urihttps://hdl.handle.net/10371/118716-
dc.description학위논문 (박사)-- 서울대학교 대학원 : 건설환경공학부, 2015. 2. 고현무.-
dc.description.abstractThis study proposes a new procedure for probabilistic assessment of structural condition through updating multiple FE models. Sets of measurement data are constructed in order to incorporate measurement uncertainties into the model updating process. Multiple updated FE models are obtained by performing optimization for each constructed set of measurement data. Each updated FE model is regarded as the most probable one that represents the state of the concerned structure for the given measurements. As a result, variability of possible structural conditions caused by the uncertainties in measurement data can be inferred from the statistical distribution of multiple FE models. In addition, machine learning techniques are employed for the purpose of probabilistic description and classification of the multiple updated FE models. The Principal Component Analysis (PCA) method is utilized to better understand the distribution feature of multiple FE models by transforming FE models onto principal subspace. The sensitivity of structural parameters to the uncertainty of data is also investigated by using the principal components. Moreover, overall variance characteristics can be described more efficiently using a subset of the principal components. The transformed models are further classified based on their similarity by using the K-means method. The probabilistic features of the FE models are then identified by fitting a Gaussian mixture model to the distribution. Finally, the statistical features of structural condition are obtained by using the identified classes of the updated FE models. The proposed procedure is demonstrated by the numerical example of the Yeondae Bridge, a 4-span continuous steel-box girder bridge in South Korea. The distribution of the rating factors is evaluated using the updated FE models. The probability of the bridge failure is also estimated by structural reliability analysis utilizing the identified Gaussian mixture models. The results show that the clustering-based model selection procedure can reduce the possibility of inaccurate condition assessment caused by a high level of measurement error, thus can provide more consistent rating factor and reliability index.-
dc.description.tableofcontentsChapter 1. Introduction 1
1.1 Research Background 1
1.2 Literature Survey 3
1.3 Research Objective and Scope 6
1.4 Overview of Dissertation 7

Chapter 2. Updating Multiple Finite Element Models 9
2.1 Representation of Measurement Data Uncertainty 9
2.2 Updating Multiple FE Models by Successive Optimization 11
2.3 Optimization Algorithm 13
2.4 Illustrative Example: 3-span Continuous Bridge 17
2.4.1 Definition of true model 17
2.4.2 Case study 1: Measurement data without noise 18
2.4.3 Case study 2: Measurement data with artificial noise 21
2.5 Summary 23

Chapter 3. Probabilistic Assessment of Structural Conditions 25
3.1 Feature Extraction of Multiple FE Models by Applying PCA 25
3.2 Grouping of Multiple FE Models 29
3.2.1 Deterministic clustering by using K-means method 29
3.2.2 Fitting of Gaussian mixture model 32
3.3 Probabilistic Assessment of Structural Condition 34
3.3.1 Load rating factor evaluation 35
3.3.2 Structural reliability analysis 38
3.4 Summary 44

Chapter 4. Numerical Example: Yeondae Bridge 46
4.1 Field Measurement 46
4.1.1 General description 46
4.1.2 Field loading tests 46
4.2 Updating Multiple FE Models by Successive Optimization 49
4.2.1 Development of a baseline FE model 49
4.2.2 Formulation of objective function 50
4.2.3 Selection of optimization parameters 51
4.2.4 Generating sets of measurement data 55
4.3 Distribution Feature of Multiple FE Models 57
4.3.1 Case 1: Representation of measurement data uncertainty
by the uniform distribution 57
4.3.2 Case 2: Representation of measurement data uncertainty
by the jointly normal distribution 63
4.3.3 Case 3: Representation of measurement data uncertainty
by the jointly normal distribution 67
4.3.4 Case 4: Representation of measurement data uncertainty
by the jointly normal distribution 71
4.3.5 Case 5: Representation of measurement data uncertainty
by the jointly normal distribution 75
4.3.6 Case 6: Representation of measurement data uncertainty
by the jointly normal distribution 79
4.3.7 Case 7: Representation of measurement data uncertainty
by the jointly normal distribution 83
4.4 Probabilistic Condition Assessment of Yeondae Bridge 88
4.4.1 Evaluation of Load Rating Factor (RF) 88
4.4.2 Structural reliability analysis 91
4.5 Robustness to Numerical Instability of FE model Update 94
4.5.1 Formulation of optimization problem 94
4.5.2 Verification of optimal solutions 95
4.5.3 Probability models for uncertainty of measurement data 96
4.5.4 Distribution of updated FE models 97
4.5.5 Structural reliability analysis 105
4.6 Summary 107

Chapter 5. Conclusion 109

References 113

Abstract in Korean 119
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dc.formatapplication/pdf-
dc.format.extent11407821 bytes-
dc.format.mediumapplication/pdf-
dc.language.isoen-
dc.publisher서울대학교 대학원-
dc.subjectCondition assessment-
dc.subjectModel update-
dc.subjectMeasurement uncertainty-
dc.subjectClustering-
dc.subjectStructural Reliability analysis-
dc.subject.ddc624-
dc.titleProbabilistic assessment of structural condition through clustering-based multiple FE model update-
dc.title.alternative클러스터링에 기반한 다중 유한요소모델 업데이트를 통한 확률론적 구조성능 평가-
dc.typeThesis-
dc.contributor.AlternativeAuthorHyun-Joong Kim-
dc.description.degreeDoctor-
dc.citation.pagesXII, 119-
dc.contributor.affiliation공과대학 건설환경공학부-
dc.date.awarded2015-02-
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