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      SYSTEM-RELIABILITY-BASED DESIGN OPTIMIZATION OF TRUSS STRUCTURES CONSIDERING FATIGUE-INDUCED SEQUENTIAL FAILURE

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      https://www.riss.kr/link?id=T17069564

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      목차 (Table of Contents)

      • ABSTRACT i
      • Table of Contents iii
      • List of Figures v
      • List of Tables vii
      • 1. Introduction 1
      • ABSTRACT i
      • Table of Contents iii
      • List of Figures v
      • List of Tables vii
      • 1. Introduction 1
      • 2. Gradient-based SRBDO of fatigue sequential failure using sequential compounding and
      • branch-and-bound method. 7
      • 2.1. Related works and research gaps 7
      • 2.2. Fatigue analysis 9
      • 2.3. Probabilistic failure-path approach: Branch-and-Bound using system reliability Bounds
      • 15
      • 2.4. System-reliability-based design optimization framework of sequential failure 20
      • 2.5. Sensitivity calculation of probabilistic constraint 21
      • 2.6. General procedure of proposed gradient-based SRBDO framework 25
      • 2.7. Application examples 26
      • 2.7.1. Example 1: Multilayer Daniels system 27
      • 2.7.2. Example 2: Six-bar truss 36
      • 2.7.3. Example 3: 25-bar truss 40
      • 2.8. Summary 45
      • 3. Gradient-free approach on SRBDO of sequential failure using metaheuristics 47
      • 3.1. Grey wolf optimization algorithm 48
      • 3.2. General procedure of proposed gradient-free SRBDO framework 49
      • 3.3. Application examples 51
      • 3.3.1. Example 1: Multilayer Daniels system 51
      • 3.3.2. Example 2: Three-dimensional offshore tripod structure 55
      • 3.4. Summary 64
      • 4. Multi-objective system reliability-based design optimization considering mixed aleatory and
      • epistemic uncertainty 65
      • 4.1. Related works and research gaps 67
      • 4.2. Bayesian approach to SRBDO 69
      • 4.3. Multi-objective grey wolf optimizer (MOGWO). 72
      • 4.4. Proposed framework 74
      • 4.5. Application examples 79
      • 4.5.1. Example 1: Multilayer Daniels system 79
      • 4.5.2. Example 2: Six-bar truss 85
      • 4.5.3. Example 3: 25-bar truss 88
      • 4.6. Summary 92
      • 5. Conclusions 94
      • 5.1. Summary of findings 94
      • 5.2. Limitations of the current study 96
      • 5.3. Recommended future research directions 97
      • REFERENCES 99
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