A Model for Reliability-Based Durability Assessment of PC BOX Girder Bridges

신뢰성에 기초한 PC박스거더교의 내구성평가 모형

  • 조효남 (한양대학교 토목·환경공학과) ;
  • 이승재 (쌍용양회공업주식회사 진단기술실) ;
  • 이정곤 (한양대학교 대학원)
  • Published : 1995.04.01

Abstract

The deterioration of PC box girder may cause serious effect on the durability of PC structure compared to that of RC structures. In the durability assessment of PC box girder bridges, a quantitive model on crack width is considered as a measure of durability. This study suggests a durability limit state model for PC box girder bridges. This durability limit state model in formulated based on the conventional models on the cracks in concrete. And the allowable crack width is taken as an assumed value established by the design specification or provided by the maintenance authority of the structure.

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