Strength of Axially Loaded Concrete-Filled Tubular Stub Column.

중심축하중을 받는 콘크리트충전 각형강관단주의 내력

  • Received : 2000.12.04
  • Published : 2001.06.27

Abstract

This paper presents an experimental and analytical study on the behavior of concrete-filled tubular stub columns concentrically loaded in compression to fail. Total eleven specimens were tested and test parameters are the depth-to-thickness ratios of steel tube and the ratio of concrete cylinder strength-to-yield stress of steel tube. Depth-to-thickness ratios of steel tube between 20.22

References

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