1 Sato, M., "Study on structural characteristics of RCFT and the application to practical structures" Hachinohe Institute of Technology 2008
2 Wei Hua, "Study on strength of reinforced concrete filled circular steel tubular columns" 국제구조공학회 19 (19): 653-677, 2005
3 Suzuki, T., "Study on new bridges that adopt hybrid structure" Hachinohe Institute of Technology 2008
4 Japan Society of Civil Engineers, "Standard Specifications for Concrete Structures-2007"
5 Hou, C. C., "Simulation on concrete-filled steel tubular members under transverse impact" 2011
6 Han, L. H., "Performance of concrete-filled thin-walled steel tubes under pure torsion" 45 (45): 24-36, 2007
7 Chen, S. C., "Numerical modeling of reinforced concrete slabs subjected to fire" 25 (25): 107-112, 2008
8 Mao, P.F., "Nonlinear finite element modeling of the tnterior steel-concrete composite beam joints" 11 (11): 173-179, 2011
9 Goto, Y., "Nonlinear finite element analysis for hysteretic behavior of thin-walled circular columns with in-filled concrete" ASCE 136 (136): 1413-1422, 2010
10 Bathe, K. J., "Nonlinear analysis of concrete structures" 32 (32): 563-190, 1989
1 Sato, M., "Study on structural characteristics of RCFT and the application to practical structures" Hachinohe Institute of Technology 2008
2 Wei Hua, "Study on strength of reinforced concrete filled circular steel tubular columns" 국제구조공학회 19 (19): 653-677, 2005
3 Suzuki, T., "Study on new bridges that adopt hybrid structure" Hachinohe Institute of Technology 2008
4 Japan Society of Civil Engineers, "Standard Specifications for Concrete Structures-2007"
5 Hou, C. C., "Simulation on concrete-filled steel tubular members under transverse impact" 2011
6 Han, L. H., "Performance of concrete-filled thin-walled steel tubes under pure torsion" 45 (45): 24-36, 2007
7 Chen, S. C., "Numerical modeling of reinforced concrete slabs subjected to fire" 25 (25): 107-112, 2008
8 Mao, P.F., "Nonlinear finite element modeling of the tnterior steel-concrete composite beam joints" 11 (11): 173-179, 2011
9 Goto, Y., "Nonlinear finite element analysis for hysteretic behavior of thin-walled circular columns with in-filled concrete" ASCE 136 (136): 1413-1422, 2010
10 Bathe, K. J., "Nonlinear analysis of concrete structures" 32 (32): 563-190, 1989
11 Patel, V. I., "Inelastic stability analysis of high strength rectangular concrete-filled steel tubular slender beam-columns" 5 (5): 91-104, 2012
12 Soranakom, C., "Flexural modeling of strain softening and strain hardening fiber reinforced concrete" 2007
13 Zeng, Y., "Finite element analysis of in-situ stitches in precast concrete segmental bridges" 2011
14 Hu, H. T., "Finite element analysis of CFT columns subjected to an axial compressive force and bending moment in combination" 61 (61): 1692-1712, 2005
15 Wang, H. J., "Experimental study on twin-column RCFT pier" 2002
16 Endo, T., "Experimental study on reinforced concrete filled steel tubular structure" 2000
17 Saenz, L. P., "Discussion of „Equation for the stress-strain curve of concrete‟ by P. Desayi, and S. Krishnan" 61 : 1229-1235, 1964
18 Kwak, H. G., "Cyclic behavior of circular concrete filled steel tubular column" 2011
19 Tanigaki, K., "Construction of high-rise building using reinforced concrete columns formed in steel tube (RCFT) structural system" 16 : 23-26, 2002
20 Alifujiang Xiamuxi, "Compression test of RCFT columns with thin-walledsteel tube and high strength concrete" 국제구조공학회 11 (11): 391-402, 2011
21 "Building Code Requirements for Structural Concrete and Commentary"
22 Kupfer, H., "Behavior of concrete under biaxial stresses" 66 (66): 656-666, 1969
23 Choi, K.K., "Analytical model of circular CFRP confined concrete-filled steel tubular columns under axial compression" ASCE 14 (14): 125-128, 2010
24 ASCE, "ASCE Task Committee on Concrete and Masonry Structure, State of the Art Report on Finite Element Analysis of Reinforced Concrete" ASCE 1982
25 ADINA R&D Inc, "ADINA Theory and Modeling Guide" ADINA R&D Inc 2008
26 Richart, F. E., "A study of failure of concrete under combined compressive stresses" University of Illinois 26 (26): 1928