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한국강구조학회(2003) 콘크리트 강관구조설계 및 시공지침. (KSSC(2003) Concrete Pipe Structural Design and Construction Guidelines, Korea Society of Steel Construction (in Korean).)
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박제영, 이명재(2013) 충전성을 개선한 각형CFT구조의 기둥-보 접합부의 구조 특성, 한국강구조학회논문집, 한국강구조학회, 제25권, 제2호, pp.187-196. (Park, J. and Lee, M. (2013) Structural Characteristic of Beam- to-Column Connections in Rectangular CFT Structures Considering Concrete Filling, Journal of Korean Society of Steel Construction, KSSC, Vol.25, No.2, pp.187-196 (in Korean).)
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宮尾俊明, 松村弘道, 大島基義, 君島昭男(1989) コンクリ一ト充填角形鋼管柱鋳鋼ダイアフラムの強度について, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1989, pp.1641-1642 (in Japanese). (Miyao, T., Matsumura, H., Oshima, M., and Kimijima, A. (1989) Strength of Cast Steel Diapfragms for Concrete Filled RHS Columns, Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan, Structures II 1989, pp.1641-1642 (in Japanese).)
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박제영(2012) 충전성을 개선한 각형CFT구조의 기둥-보접합부 구조적 거동, 석사학위논문, 중앙대학교. (Park, J. (2012) Structural Beahavior of Beam-to-Column Connections of Rectangular CFT Structures with Improvement of Concrete Filling, M.S. Dissertation, Chung-Ang University, Korea (in Korean).)
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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).)
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산업자원부 기술표준원(2007) 한국산업표준 KS B 0801 금속재료 인장시험편. (Korean Agency for Technology and Standards (2007) Korea Industrial Standard KS B 0801 Test Pieces for Tensile Test for Metallic Materials.)
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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).)
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