1 박지혜, "초고층 메가구조에 적합한 장스팬보의 제안" 5 (5): 125-128, 2009
2 최영환, "미국 강구조학회의 설계법에 기반한 콘크리트 충전강관 보-기둥의 새로운 내력평가 방법" 대한건축학회 21 (21): 69-76, 2005
3 대한건축학회, "건축구조기준(KBC 2009)"
4 유신코퍼레이션, "ㄱ형 perfobond리브 전단연결재를 적용한 콘크리트 충전강관 거더 교량 시공기술" 15 (15): 49-50, 2009
5 Lu, Y. Q, "The Flexural Behaviour of Concrete-Filled Hollow Structural Sections" 21 (21): 111-130, 1994
6 Wheeler, A, "The Behaviour of Circular Concrete-Filled Thin-Walled Steel Tubes in Flexure" ASCE 424-430, 2004
7 Furlong, R. W., "Strength of Steel-Encased Concrete Beam Columns" ASCE 93 : 113-124, 1967
8 Uy, B., "Strength of Short Concrete Filled High Strength Steel Box" 57 : 113-134, 2001
9 AISC, "Steel Construction Manual, 13th Ed" American Institute of Steel Construction 2005
10 Nakamura, S., "Static Analysis of Cabled-Stayed Bridge with CFT Arch Ribs" 65 : 776-783, 2009
1 박지혜, "초고층 메가구조에 적합한 장스팬보의 제안" 5 (5): 125-128, 2009
2 최영환, "미국 강구조학회의 설계법에 기반한 콘크리트 충전강관 보-기둥의 새로운 내력평가 방법" 대한건축학회 21 (21): 69-76, 2005
3 대한건축학회, "건축구조기준(KBC 2009)"
4 유신코퍼레이션, "ㄱ형 perfobond리브 전단연결재를 적용한 콘크리트 충전강관 거더 교량 시공기술" 15 (15): 49-50, 2009
5 Lu, Y. Q, "The Flexural Behaviour of Concrete-Filled Hollow Structural Sections" 21 (21): 111-130, 1994
6 Wheeler, A, "The Behaviour of Circular Concrete-Filled Thin-Walled Steel Tubes in Flexure" ASCE 424-430, 2004
7 Furlong, R. W., "Strength of Steel-Encased Concrete Beam Columns" ASCE 93 : 113-124, 1967
8 Uy, B., "Strength of Short Concrete Filled High Strength Steel Box" 57 : 113-134, 2001
9 AISC, "Steel Construction Manual, 13th Ed" American Institute of Steel Construction 2005
10 Nakamura, S., "Static Analysis of Cabled-Stayed Bridge with CFT Arch Ribs" 65 : 776-783, 2009
11 AIJ, "Standards for Structural Calculation of Steel Reinforced Concrete Structures, 5th Ed" 2001
12 Mohri, E., "Performance of Reinforced Concrete Filled Tube for Shear force and Bending Moment" 9 : 13-28, 2002
13 Han, L.-H, "Influence of Concrete Compaction on the Behavior of Concrete Filled Steel Tubes with Rectangular Sections" 4 (4): 93-100, 2001
14 Tomii, M, "Experimental Studies on the Ultimate Moment of Concrete Filled Square Steel Tubular Beam-Columns" (275) : 55-63, 1979
15 Thody, R., "Experimental Investigation of the Flexural Properties of High-Strength Concrete- Filled Steel Tubes" University of Washington 2006
16 Eurocode 4, "Design of Steel and Concrete Structures" European Committee for Standardization 2004
17 Morino, S, "Design and Construction of Concrete-Filled Steel Tube Column System in Japan" 4 (4): 51-73, 2003
18 Elchalakani, M, "Concrete-Filled Steel Circular Tubes Subjected to Constant Amplitude Cyclc Pure Bending" 26 : 2125-2135, 2004
19 Probst, A. D., "Composite Flexural Behavior of Full- Scale Concrete Filled Tubes without Axial Loads" ASCE 2010
20 Roeder, C. W., "Composite Action in Concrete Filled Tubes" ASCE 125 (125): 747-756, 1998
21 Roeder, C. W., "Composite Action in CFT Components and Connections" AISC 229-242, 2009
22 Zhang, W, "Comparison Between ACI and AISC for Concrete-Filled Tubular Columns" ASCE 125 (125): 1213-1223, 1999
23 ACI 318, "Building Code Requirements for Structural Concrete and Commentary" American Concrete Institute 2005
24 Prion, H. G. L, "Beam-Column Behaviour of Steel Tubes Filled with High Strength Concrete" 21 (21): 207-218, 1994
25 Zhang, W, "Analytical and Experimental Studies into Behavior of Concrete- Filled Tubular Columns" Cincinnati Infrastructure Institute 88-, 1997
26 최영환, "AISC/LRFD 설계법을 수정한 정사각형 단면의 콘크리트 충전 각형강관 보-기둥의 설계식" 대한건축학회 21 (21): 77-84, 2005
27 Hognestad, E., "A Study of Combined Bending and Axial Load in Reinforced Concrete Member" Engineering Experiment Station 1951