System Reliability-Based Safety and Capacity Evaluation of Cable-Stayed Bridges

쳬계신뢰성에 기초한 사장교의 안전도 및 내하력 평가

  • 조효남 (한양대학교 토목·환경공학과) ;
  • 이승재 (쌍용양회공업주식회사) ;
  • 임종권 (한양대학교 토목공학과) ;
  • 김보헌 (한양대학교 토목공학과)
  • Published : 1996.10.01

Abstract

A practical approach for the assessment of system reliability-based safety and load carring capacity under vehicle traffics is proposed for the realistic evaluation of safety and rating of cable-stayed bridges. A partial event tree analysis model incorporating major critical failure paths is suggested as a practical tool for the system reliability analysis and system reliability-based capacity rating. The proposed approach for the system reliability analysis and system reliability-based rating is applied to the safety assessment of the Jindo Bridge which is one of two existing cable-stayed bridges in Korea. The results of analyses at the system level based on the system reliability are compared with those at the element level.

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