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Functionality Assessment of the Seismic-Damaged Lifeline Systems under Cascading Failures

DC Field Value Language
dc.contributor.advisor박문서-
dc.contributor.author이슬비-
dc.date.accessioned2019-05-07T05:05:57Z-
dc.date.available2019-05-07T05:05:57Z-
dc.date.issued2019-02-
dc.identifier.other000000155082-
dc.identifier.urihttps://hdl.handle.net/10371/151744-
dc.description학위논문 (박사)-- 서울대학교 대학원 : 공과대학 건축학과, 2019. 2. 박문서.-
dc.description.abstractLifeline system is a highly complex network consisting of diverse components that are spatially distributed and interconnected each other. As such, during an earthquake, it is common that the system encountered problems in maintaining reliable operation. Moreover, damage at a single-site component readily propagates to other interdependent components in same and different lifeline systems. In this context, many researchers have continued their efforts to offer useful indices to measure the degraded performance and to ensure the constant service supply of the lifeline systems. The essential research perspective, thus, shifts to understanding the secondary disruptions in the lifeline systems and how malfunctions arise. However, complex inter-dependency is still made challenges in estimating the lifeline system performance under abnormal conditions.



Therefore, this research develops a comprehensive framework for functionality assessment of the seismic-damaged lifeline systems to solve the problems: (a) destruction due to ground shaking, (b) reduction of inflow due to internal/external dependency, and (c) demand fluctuation due to environment changes. In detail, target of estimation is divided into ground motion at particular site, common-cause failure, cascading failure (in terms of internal and external dependency), and escalating failure. In particular, this research use inoperability input-output model incorporating Bayesian network (BN) and System dynamics (SD). To be specific, BN can facilitate prediction of the probability of the unknown event base on the input information or spatial path analysis in situations of data scarcity. On the other hand, SD can be handled demand fluctuation during an earthquake. Due to the inherent uncertainty in earthquake occurrences, this research conducts scenario-based performance assessment using the data from the 2011 Tohoku earthquake and the 2016 Gyeongju earthquake. The analysis results show that the operational state of a component is even dependent through the availability of input inflow from adjacent components rather than its physical damage. Moreover, since the actions taken immediately following an earthquake can play a significant role on the extent of cascading failures, this research provides useful information for those with a concern in the community resilience maintaining.
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dc.description.tableofcontentsChapter 1 Introduction 1

1.1 Research Background. 1

1.2 Problem Description 3

1.3 Research Objectives and Scope 9

1.4 Dissertation Outline . 14

Chapter 2 Theoretical Backgrounds 19

2.1 Types of Failures after an Earthquake. 20

2.2 Lifeline System Performance Metric 24

2.2.1 Static Functionality 24

2.2.2 Dynamic Functionality. 25

2.3 Researches on Interdependent Lifelines 28

2.3.1 Economic Theory based Approaches 28

2.3.2 Network based Approaches 32

2.3.3 Simulation / Modeling based Approaches. 35

2.4 Summary . 39

Chapter 3 Configuration of the Lifeline Network 42

3.1 Component Definitions 43

3.1.1 Power Supply System . 43

3.1.2 Potable Water Supply System 49

3.2 Seismic Fragility of a Component 55

3.3 Dependency between Components. 61

3.4 Summary . 66

Chapter 4 Functionality Assessment Framework. 68

4.1 Common-cause Failure Assessment . 69

4.1.1 Ground Motion Prediction . 69

4.1.2 Functionality of a Single Component . 77

4.2 Internal Cascading Failure Assessment. 80

4.2.1 Dependency in a Single Lifeline 80

4.2.2 Sub-Model using Inoperability Input-Output Model. 81

4.3 External Cascading Failure Assessment 87

4.3.1 Dependency between Different Lifelines. 87

4.3.2 Sub-Model using Bayesian Network . 88

4.4 Impact of Demand on the Lifelines Functionality 93

4.4.1 Demand Fluctuation due to Environmental Changes 93

4.4.2 Sub-Model using System Dynamics 93

4.5 Summary . 102

Chapter 5 Case Simulations and Experiments . 108

5.1 Power Network at Tohoku in Japan 109

5.1.1 Case Outline 109

5.1.2 Comparison with the Simulation Results 111

5.1.3 Additional Experiments . 114

5.2 Power and Water Network at Daegu in South Korea. 121

5.2.1 Case Outline 121

5.2.2 Comparison with the Simulation Results 125

5.2.3 Additional Experiments . 127

5.3 Summary . 141

Chapter 6 Applications for Improved Resilience 145

6.1 Identifying a Critical Component . 146

6.2 Suggestions of Restoration Management 153

6.3 Summary . 157

Chapter 7 Conclusions . 158

7.1 Research Results 158

7.2 Research Contributions 162

7.3 Future Research . 163

References 167
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dc.language.isoeng-
dc.publisher서울대학교 대학원-
dc.subject.ddc690-
dc.titleFunctionality Assessment of the Seismic-Damaged Lifeline Systems under Cascading Failures-
dc.typeThesis-
dc.typeDissertation-
dc.contributor.AlternativeAuthorLee, Seulbi-
dc.description.degreeDoctor-
dc.contributor.affiliation공과대학 건축학과-
dc.date.awarded2019-02-
dc.identifier.uciI804:11032-000000155082-
dc.identifier.holdings000000000026▲000000000039▲000000155082▲-
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