References
- Matsui, C. (1981) "Reinforcement of Concrete Filled Steel Tube Structure Design Formulas for Joint Research." Architectural Institute of Japan Research Report, pp. 317-320 (in Japanese).
- Miyao, T., Matsumura, H., Oshima, M., and Kimijima, A. (1989) "Strength of Cast Steel Diaphragms for Concrete filled RHS columns." Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structures II 1989, pp.1641-1642 (in Japanese).
- 유영찬, 강현식, 문태섭(2001) 강관 보강형 충전 각형강관 기둥-보 플랜지 접합부의 인장거동에 관한 실험적 연구, 한국강구조학회논문집, 한국강구조학회, 제13권, 제1호, pp.1-8. (Yoo, Y.C., Kang, H.S., and Moon, T.S. (2001) "Tensile Behavior of Concrete-Filled Square Steel Tubular Column-Beam Flange Connections with Tubular Stiffeners. Journal of Korean Society of Steel Construction, KSSC, Vol.13, No.1, pp.1-8 (in Korean).)
- 이명재, 박민수, 김희동(2011) 충전성을 개선한 원형CFT 구조의 기둥-보 접합부 구조적 거동, 한국강구조학회논문집, 한국강구조학회, 제23권, 제6호, pp.737-745. (Lee, M., Park, M., and Kim, H. (2011) Structural Behavior of Beam-to-Column Connections of Circular CFT Structures Improving Concrete Filling, Journal of Korean Society of Steel Construction, KSSC, Vol.23, No.6, pp.737-745 (in Korean).)
- 대한건축학회(2009) 건축구조기준. 대한건축학회. (AIK (2009) Korea Building Codes, AIK, Korea (in Korean).)
- 한국강구조학회(2003) 콘크리트 강관구조설계 및 시공지침. (KSSC (2003). Concrete Pipe Structural Design and Construction Guidelines, Korean Society of Steel Construction (in Korean).)
- 국가기술표준원(2007) 한국산업표준 KS B 0801 금속재료 인장시험편, 산업통상자원부. (Korean Agency for Technology and Standards (2007) Korea Industrial Standard KS B 0801 Test Pieces for Tensile Test for Metallic Materials, Korean Ministry of Trade, Industry &Energy (in Korean).)
- ABAQUS (2012). Reference Manual. Version 6.11, ABAQUS Inc.
- 류성곤(2010) 혼합다이아프램 형식을 이용한 CFT기둥-보접합부 내력, 석사학위논문, 중앙대학교. (Ruy, S. (2010) The Strength of CFT Column-to-Beam Using Hybrid Diaphragm Type, M.S. Dissertation, Chung-Ang University, Korea (in Korean).)
- Elchalakani, M. and Zhao, X.L. (2008) Concrete-Filled Cold-Formed Circular Steel Tubes Subjected to Variable Amplitude Cyclic Pure Bending, Engineering Structures, 30, pp.287-299. https://doi.org/10.1016/j.engstruct.2007.03.025