1 Richart, F.E., "“The failure of plain and spiral reinforced concrete in compression”, Engineering Experiment Station; Bulletin N.190, University of Illinois, Urbana, USA"
2 Mander, J.B., "Theoretical stress-strain model for confined concrete" 114 (114): 1804-1826, 1988
3 Sargin, M., "Stress-strain relationship for concrete and the analysis of structural concrete sections, Solid Mechanics Division" University of Waterloo 1971
4 Cusson, D., "Stress-strain model for confined high-strength concrete" 121 (121): 468-477, 1995
5 Cusson, D., "Stress-strain model for confined high strength concrete" 121 (121): 468-477, 1995
6 Ahmad, S.M., "Stress-strain curves of concrete confined by spiral reinforcement" 79 (79): 484-490, 1982
7 Liu, J. and, "Strength of tied high-strength concrete columns loaded in concentric compression" 97 (97): 149-156, 2000
8 J. Teerawong, "Strength enhancement in confined concrte with consideration of flexural flexibilities of ties" 국제구조공학회 18 (18): 151-166, 2004
9 Lima Junior, H.C., "Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression" 37 : 689-697, 2004
10 Chen, W.F., "Plastic design and second-order analysis of steel frames" Book published by Springer-Verlag 509-, 1995
1 Richart, F.E., "“The failure of plain and spiral reinforced concrete in compression”, Engineering Experiment Station; Bulletin N.190, University of Illinois, Urbana, USA"
2 Mander, J.B., "Theoretical stress-strain model for confined concrete" 114 (114): 1804-1826, 1988
3 Sargin, M., "Stress-strain relationship for concrete and the analysis of structural concrete sections, Solid Mechanics Division" University of Waterloo 1971
4 Cusson, D., "Stress-strain model for confined high-strength concrete" 121 (121): 468-477, 1995
5 Cusson, D., "Stress-strain model for confined high strength concrete" 121 (121): 468-477, 1995
6 Ahmad, S.M., "Stress-strain curves of concrete confined by spiral reinforcement" 79 (79): 484-490, 1982
7 Liu, J. and, "Strength of tied high-strength concrete columns loaded in concentric compression" 97 (97): 149-156, 2000
8 J. Teerawong, "Strength enhancement in confined concrte with consideration of flexural flexibilities of ties" 국제구조공학회 18 (18): 151-166, 2004
9 Lima Junior, H.C., "Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression" 37 : 689-697, 2004
10 Chen, W.F., "Plastic design and second-order analysis of steel frames" Book published by Springer-Verlag 509-, 1995
11 Mander, J.B., "Observed stress-strain behavior of confined concrete" 114 (114): 1827-1849, 1988
12 Fafitis, A., "Lateral reinforcement for high-strength concrete columns, ACI Spec.Publ.SP 87-12" American Concrete Institute(ACI) 213-232, 1985
13 Cusson, D., "High-strength concrete columns confined by rectangular ties" 120 (120): 783-804, 1994
14 Hong, K., "High-strength columns confined by low-volumetric-ratio lateral ties" 28 : 1346-1353, 2006
15 Lidia La Mendola, "General stress-strain model for concrete or masonryresponse under uniaxial cyclic compression" 국제구조공학회 14 (14): 435-454, 2002
16 Park, R., "Ductility of square-confined concrete columns" 108 (108): 929-950, 1982
17 Foster, S.J., "Cover spalling in HSC columns loaded in concentric compression" 124 (124): 1431-1437, 1998
18 Razvi, S., "Confinement model for high-strength concrete" 125 (125): 281-288, 1999
19 Razvi, R., "Circular high-strength concrete columns under concentric compression" 96 (96): 817-825, 1999
20 Tan, T.H., "Behaviour of axially loaded concrete columns confined by elliptical hoops" 96 (96): 967-971, 1999
21 Mau, S.T., "Analytical study of spacing of lateral steel and column confinement" 124 (124): 262-269, 1988
22 Braga, F., "Analytical stress-strain relationship for concrete confiend by steel stirrusp and/or FRP jackets" 132 (132): 1402-1419, 2006
23 Sheikh, S., "Analytical model for concrete confinement in tied columns" 108 (108): 2703-2722, 1982
24 Popovics, S., "A numerical approach to the complete stress-strain curve of concrete" 3 (3): 583-599, 1973
25 Elwi, A.A., "A 3D hypoelastic concrete constitutive relationship" 105 : 623-641, 1979