Construction Engineering and Management (건설관리)

Korea Institute of Construction Engineering and Management (한국건설관리학회)
권호 표지

CFT기둥-RC 무량판 구조시스템 개발

  • Published : 2011.02.01
Download PDF
⟨ Previous Next ⟩

Abstract

Keywords

References

  1. 대한건축학회(2000) 건축물 하중기준 및 해설, 태림문화사
  2. Cheol-Ho Lee, Jin-Won Kim, Jin-Gyu Song (2008) Punching Shear Strength and Post-Punching Behavior of CFT Column to RC Flat Plate Connections, Journal of Constructional Steel Research, V. 64, No. 4,pp. 418-428 https://doi.org/10.1016/j.jcsr.2007.08.003
  3. ACI Committe 318, (2005) Building Code Requirements for Structural Concrete and Commentary (ACI 318R-05), American Concrete Institute (ACI), Detroit, Mich.
  4. ACI-ASCE Commite 352, (1988) Recommendation for Design of Slab-Column Connections in Monolithic Reinforced Concrete Structures(ACI 352.1R-89). ACI Structural Journal. V. 85, No. 6, pp. 675-696.
  5. Pan, A.D. and Moehle, J.P. (1989) Lateral Displacement Ductility of Reinforced Concrete Flat Plates, ACI Structural Journal, V. 86, No. 3, pp. 250-258.
  6. Sozen, M.A., (1980) Review of Earthquake Response of Reinforced Concrete Building with a View to Drift Control, State of the Art in Earthquake Engineering. Istanbul. pp. 119-174.