Journal of the Korean Society for Advanced Composite Structures (복합신소재구조학회 논문집)

Korean Society for Advanced Composite Structures (한국복합신소재구조학회)
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An Experimental Study on Structural Performance of H-Steel or SRC Column and Flat Plate Slab Connection

플랫 플레이트 슬래브와 H형강 기둥 접합부의 구조 성능에 관한 실험적 연구

  • Yoon, Myung-Ho (Department of Architectural Engineering, Kongju National University) ;
  • Lee, Yoon-Hee (Department of Architectural Engineering, Kongju National University) ;
  • Ryu, Hong-Sik (Research Institute of Industrial Science & Technology) ;
  • Kim, Jin-Won (Research Institute of Industrial Science & Technology)
  • Received : 2014.06.09
  • Accepted : 2014.06.20
  • Published : 2014.06.30
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Abstract

Main topics in this study is a new structural detail for connection between H-Steel or SRC column and flat plate slab. We carried out to evaluate the punching shear performance of H-steel or SRC column + RC slab system for vertical load and lateral load. From the test results structural characteristics - yield moment, yield rotation, maximum moment, deformation capabilities ect. - are obtained and evaluated. In this paper as a shear reinforcement for supporting region of plate closed stirrup type and shear band are used, and their test results are compared.

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References

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  2. ACI-ASCE Committee 421 : Shear Reinforcement for Slabs, ACI 421.1R-99.
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  4. Architectural Institute of Korea (2009), Korea Building Code and Commentary (KBC), Seoul, Korea. (in Korean)
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  6. Yoon, M. H., Lee, C. H., Oh, S. H., Kim, J. H. and Ryu, H. S. (2010), Design of Steel Column to Flat Plate Connections, Magazine of Korean Society of Steel Construction, Seoul, Korea. (in Korean), pp.74-79.
  7. Yoon, M. H. and Lee, Y. H. (2014), Development for Connection Details between Flat Plate Slab and H-Steel Column, Korean Society for Advanced Composite Structures, Seoul, Korea. (in Korean)