Computers and Concrete

  • 제6권1호
  • /
  • Pages.59-78
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  • 2009
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Reliability analysis of concrete bridges designed with material and member resistance factors

  • Paik, Inyeol (Department of Civil and Enviro. Engineering, Kyungwon University) ;
  • Hwang, Eui-Seung (Department of Civil Engineering, Kyunghee University) ;
  • Shin, Soobong (Department of Civil Engineering, Inha University)
  • 투고 : 2008.08.11
  • 심사 : 2009.01.11
  • 발행 : 2009.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

Reliability analysis for a proposed limit state bridge design code is performed. In order to introduce reliability concept to design code, the proposed live load model is based on truck weight survey. Test data of domestic material strengths are collected to model statistical properties of member strengths. Sample RC and PSC girder sections are designed following the safety factor format of the proposed code and compared with the current design practice. Reliability indexes are calculated and examined for material and member resistance factor formats and sample calibrations of safety factors are presented. It is concluded that the proposed code provides reasonable level of reliability compared to the international design standards.

키워드

과제정보

연구 과제 주관 기관 : MLTM

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