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Development for Connection Details between Flat Plate Slab and H-Steel Column

무량판 슬래브와 H형강 기둥 접합부 상세 개발

  • Yoon, Myung-Ho (Department of Architectural Engineering, Kongju National University) ;
  • Lee, Yoon-Hee (Department of Architectural Engineering, Kongju National University)
  • Received : 2014.03.17
  • Accepted : 2014.03.27
  • Published : 2014.03.31

Abstract

The flat plate slab system have many good features, which are design flexibilities, saving of story-height and economy of construction etc. But the study of flat plate slab system for H-steel column have been rare both at home and abroad. Recently high-rise residential and commercial buildings have been constructed in urban areas in Korea. The suggested dowel connection system is more likely to adoptable because it remarkably contribute to save inter story height and also to have many advantages compared with conventional steel works such as H-Steel frame + Deck plate slab system. This study aims at developing design method and program for connection between H-Steel column and flat plate slab system, which contribute to save significantly inter-story height.

Keywords

References

  1. ACI 318-05 Committee: Building Code and Commentary, pp.209-228
  2. ACI-ASCE Committee 421 : Shear Reinforcement for Slabs, ACI 421.1R-99
  3. Architectural Institute of Japan(1999), Steel Reinforced Concrete Structure Code and Commentary, Tokyo, Japan. (in Japanese)
  4. Architectural Institute of Korea(2009), Korea Building Code and Commentary (KBC), Seoul, Korea. (in Korean)
  5. British Standards Institution(1994) Eurocode 4: Design of composite steel and concrete structures Part 1.1 General rules and rules for buildings BS ENV 1994-1-1 BSI
  6. British Standards Institution(1997) BS 8110: The structural use of concrete Part 1: Code of practice for design and construction BSI
  7. Satou, H.(2007), An Experimental Study on CFT Column-Flat Plate Joints : Part9 Evaluation of Punching Shear Strength, Architectural Institute of Japan, Tokyo, Japan. (in Japanese)
  8. Tagawa, Y.(1989), Behavior of Composite Beams In Steel Frame under Hysteretic Loading, ASCE, Journal of Structural Engineering. Vol 115, No 8, pp.2029-2045. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:8(2029)
  9. Yoon, M. H.(2008), Development of Design Method and Program of H Column-Flat Slab Connection, Final report to RIST, SnC Lab, Kongju Nat'l Univ.
  10. Yoon, M. H., Lee, Y. H. and Lee, Y. S. (2014), A study on structural performance of partially concrete-filled new type composite beam, Korean Society for Advanced Composite Structures, Seoul, Korea. (in Korean)