Development of Integrity Assessment Model for Reinforced Concrete Highway Bridges Using Fuzzy Concept

Fuzzy 개념을 이용한 RC도로교의 건전성평가 모델 개발

  • 나기현 (원광대학교 토목환경공학과) ;
  • 박주원 (조선대학교 토목공학과) ;
  • 이증빈 (순천공업전문대학 토목과) ;
  • 정철원 (원광대학교 토목환경공학과)
  • Received : 1998.01.17
  • Published : 1998.04.30

Abstract

In this study, an attempt is made to apply the concept of fuzzy-bayesian theory to the integrity assessment of RC highway bridge, and uncertainty states are represented in terms of fuzzy sets which define several linguistic variables such as "very good", "good", "average", "poor", "very poor", etc. Especially, the concept of fuzzy conditional probability aids to derive a new reliability analysis which includes the subjective assessment of engineers without introducing any additional correction factors. The fuzzy concept are also used as reliability indexes for the condition assessment based on the proposed models, the proposed fuzzy theory-based approach with the results of visual inspection and extensive field load tests are applied to the integrity assessment of a new RC highway bridge, namely, Jichok bridge.

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Acknowledgement

Supported by : 원광대학교