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1 Eng, "“Uniaxial confinement model for normal- and high-strength concretecolumns”" 241-252, 2003
2 Menetrey P, "“Triaxial failure criterion for concrete and its generalization”" 311-318, 1995
3 Mander, "“Theoretical stress-strain model for confined concrete”" 19881804-1826
4 Richart, "“The failure of plain and spirally reinforced concrete incompression” University of Illinois" 1928
5 Eid, "“Structural analysis of partially confined reinforced concrete in members with axi-symmetriccross-section and loading” Department of Civil and Environmental Engineering Technion-IsraelInstitute of Technology" 2004
6 Kawashima, "“Stress-strain model for confinedreinforced concrete in bridge piers”" 624-633, 1997
7 Cusson, "“Stress-strain model for confined high-strength concrete”" 468-477, 1995
8 Iyengar, "“Stress-strain characteristics of concreteconfined in steel binders” Magazine of Concrete Research" 173-184, 1970
9 Li, "“Stress-strain behavior of high-strength concrete confined by ultra-highand normal-strength transverse reinforcement”" 395-406, 2001
10 Scott, "“Stress-strain behavior of concrete confined by overlappinghoops at high and low strain rates”" 13-27, 1982
11 Sheikh, "“Strength and ductility of tied concrete columns”" 1079-1102, 1980
12 Mander, "“Seismic design of bridge piers”" Univ 84-2, 1984
13 Sheikh, "“Reinforced concrete columns confined by circular spirals and hoops”" 542-553, 1993
14 A, "“Predictions of ultimate behavior of confined columns subjected to largedeformations”" 423-433, 1985
15 I, "“Plasticity model for concrete under triaxial compression”" 281-290, 2001
16 Mander, "“Observed stress-strain behavior of confined concrete”" 19881827-1849
17 Nishiyama, "“New approach for modeling confined concrete" 743-757, 2001
18 I, "“Experimental study of plain concrete under triaxial stress”" 589-601, 1996
19 A, "“Effects of confinement on concrete columns" 2747-2767, 1994
20 Park, "“Ductility of square-confined concrete columns”" 929-950, 1982
21 Eng, "“Confinement model for high-strength concrete”" 281-289, 1999
22 Grassl, "“Concrete in compression A plasticity theory with a novelhardening law”" 5205-5223, 2002
23 I, "“Applications of non-associated plasticity in modeling the mechanical response of concrete” University of Toronto" 1994
24 Sheikh, "“Analytical model for concrete confinement in tied columns”" 2703-2722, 1982
25 Ortiz, "“An analysis of a new class of integration algorithms for elastoplasticconstitutive relations” Methods in Eng" 353-366, 1986
26 "“A numerical approach to the complete stress-strain curves for concrete”" 583-599, 1973
27 Cervenka Consulting, "Computer Program for Nonlinear Finite Element Analysis of Reinforced ConcreteStructures" -2, 2003
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