한국방재학회:학술대회논문집

한국방재학회 (Korean Society of Hazard Mitigation)
권호 표지

내부 구속 중공 RC 교각의 매개변수 연구

A Parameter Study of Internally Confined Hollow Reinforced Concrete Piers

  • 최준호 (선문대학교 토목공학과) ;
  • 윤기용 (선문대학교 토목공학과) ;
  • 한택희 (고려대학교 공학기술 연구소) ;
  • 강영종 (고려대학교 사회환경시스템공학과)
  • 발행 : 2007.02.22
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초록

The hollow RC(Reinforced concrete) pier has decrease of weight and reduced of materials compared to solid RC pier. However, the hollow RC pier shows a low ductile behavior due to brittle failure of inside concrete. To overcome this problem, the internally confined hollow reinforced concrete column has been developed. In this study, the behavior of internally confined hollow RC piers were evaluated with safety ratio, ductility, total material cost, the total weight of the pier, etc. The chosen parameters for the study are hollow ratio, thickness of internal steel tube, intervals between vertical re-bars, numbers of horizontal re-bars, and strength of concrete.

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