Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
권호 표지

Time dependent Analysis of RC Column in Subway Structure having high Filled Soil Layer

토피가 큰 콘크리트 지하구조물의 기둥에 대한 시간의존적 해석

  • 정제평 (금호엔지니어링(주) 구조팀) ;
  • 이상희 (하이콘엔지니어링(주)) ;
  • 김생빈 (동국대학교 토목공학과) ;
  • 김우 (전남대학교 토목공학과)
  • Published : 1998.10.01
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Abstract

This study was performed to examine the effect of time dependent properties on RC columns in subway structures subjected to high filled soil layer. By using Program TCC which is a modified version of CPF for the present purpose, a typical column in subway structure was analyzed. Four different model equations for predicted time dependent concrete properties(ACI, CEB-FIP, Bazant & Panula and Korea Bridge Specification) was employed, and the results were compared. It was found that a relevant creep coefficient is recommended to be 1.0 for designing columns in subway structure, and the sol filling work would be performed at least 3 months later after the concrete casting in order to ensure durability by reducing the negative effect of concrete time dependent properties.

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