Effects of hoop reinforcement in
 steel and reinforced concrete composite sections

Authors

  • T. Suzuki Tokyo Institute of Technology, Tokyo, Japan
  • K. Takiguchi Nagoya Institute of Technology, Nagoya, Japan
  • T. Ichinose Nagoya Institute of Technology, Nagoya, Japan
  • T. Okamoto Tokyo Institute of Technology, Tokyo, Japan

DOI:

https://doi.org/10.5459/bnzsee.17.3.198-214

Abstract

A new version of steel and reinforced concrete (SRC) structural system is proposed. It consists of H-shaped high strength steel, concrete and hoop reinforcement. Longitudinal reinforcement is not used. Experiments were carried out to study the restoring force characteristics of the proposed SRC, with emphasis on the effects of hoop reinforcement. Hoop reinforcement improved the compressive behaviour of the concrete and protected the H-shaped steel from local buckling. The proposed SRC system showed a large energy dissipating capacity as well as a large deformation capacity.

References

Takiguchi K. "Deforming Characteristics of R/C Members with and without Bond. II". Transcript of Architectural Institute of Japan, No 262, December 1977, pp 5360 (in Japanese). DOI: https://doi.org/10.3130/aijsaxx.262.0_53

Park R, Priestley M J N and Gill W D. "Ductility of Square Confined Reinforced Concrete Columns." Proceedings, ASCE, Vol 108, No ST4, April 1982, pp929-950.

Sheikh S A and Uzumeri S M. "Properties of Concrete Confined by Rectangular Ties." AICAP-CEB Symposium on Structural Concrete Under Seismic Actions (Rome, May 1979). Bulletin d1Information No 132, Comm Euro-International de Beton, Paris, 1979, pp 53-60.

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Published

30-09-1984

How to Cite

Suzuki, T., Takiguchi, K., Ichinose, T., & Okamoto, T. (1984). Effects of hoop reinforcement in
 steel and reinforced concrete composite sections. Bulletin of the New Zealand Society for Earthquake Engineering, 17(3), 198–214. https://doi.org/10.5459/bnzsee.17.3.198-214

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