Comparison of Static Reliability Models on Stability Analysis of Armor of Rubble-Mound Breakwaters

경사제 피복재의 안정성 해석에 대한 정적 신뢰성 모형의 비교

  • 김성호 (강원대학교 대학원 토목공학과) ;
  • 이철응 (강원대학교 토목공학과)
  • Published : 2004.02.29

Abstract

Static reliability models are introduced to analyze the armor stability of rubble-mound breakwaters. Contrasted to the deterministic model, reliability models can estimate the probability of failure directly and calculate the influence of each design variables quantitatively. Thus, it can be possible to design armor units of the rubble-mound breakwaters rationally. In this study FMA(First-order Mean-value Approach), FDA(First-order Design-value Approach) and AFDA(Approximate Full Distribution Approach) of Level II approach of static reliability methods are used to analyze the armor stability of rubble mound breakwaters. The limitations and applications of each approach are studied straight-forwardly.

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