1 Malvar, L.J., "‘K&C concrete material model, release III: automated generation of material model input’" Karagozian & Case Structural Engineers 1999
2 Kwon, M., "Three-dimensional analysis of reinforced concrete columns" 80 (80): 199-212, 2002
3 Mander, J.B., "Theoretical stress-strain model for confined concrete" 114 (114): 1804-1826, 1988
4 Scott, B.D., "Stress-strain behaviour of concrete confined by overlapping hoops at high and low strain rates" 79 (79): 13-27, 1982
5 Sheikh, S.A., "Strength and ductility of tied concrete columns" 106 (106): 1079-1102, 1980
6 Saatcioglu, M., "Strength and ductility of confined concrete" 118 (118): 1590-1607, 1992
7 Faria, R., "Simulation of the cyclic behaviour of R/C rectangular hollow section bridge piers via a detailed numerical model" 8 (8): 725-748, 2004
8 Papanikolaou, V.K., "Numerical study of confinement effectiveness in solid and hollow reinforced concrete bridge piers: methodology" 87 : 1427-1439, 2009
9 LS-DYNA, "Keyword user’s manual, Version 971" Livermore Software Technology Corporation 2007
10 Kent, D.C., "Flexural members with confined concrete" 97 (97): 169-1990, 1971
1 Malvar, L.J., "‘K&C concrete material model, release III: automated generation of material model input’" Karagozian & Case Structural Engineers 1999
2 Kwon, M., "Three-dimensional analysis of reinforced concrete columns" 80 (80): 199-212, 2002
3 Mander, J.B., "Theoretical stress-strain model for confined concrete" 114 (114): 1804-1826, 1988
4 Scott, B.D., "Stress-strain behaviour of concrete confined by overlapping hoops at high and low strain rates" 79 (79): 13-27, 1982
5 Sheikh, S.A., "Strength and ductility of tied concrete columns" 106 (106): 1079-1102, 1980
6 Saatcioglu, M., "Strength and ductility of confined concrete" 118 (118): 1590-1607, 1992
7 Faria, R., "Simulation of the cyclic behaviour of R/C rectangular hollow section bridge piers via a detailed numerical model" 8 (8): 725-748, 2004
8 Papanikolaou, V.K., "Numerical study of confinement effectiveness in solid and hollow reinforced concrete bridge piers: methodology" 87 : 1427-1439, 2009
9 LS-DYNA, "Keyword user’s manual, Version 971" Livermore Software Technology Corporation 2007
10 Kent, D.C., "Flexural members with confined concrete" 97 (97): 169-1990, 1971
11 Tu, Z.G., "Evaluation of typical concrete material models used in hydrocodes for high dynamic response simulations" 36 (36): 132-146, 2009
12 Park, R., "Ductility of square confined concrete columns" 108 (108): 929-950, 1982
13 Bazant, Z.P., "Crack band theory for fracture of concrete" 16 : 155-177, 1983
14 Foster, S.J., "Cover spalling in HSC columns loaded in concentric compression" 124 (124): 1431-1437, 1998
15 Thambiratnam, D.P., "Computer analysis of stress waves in driven piles" 36 (36): 691-699, 1990
16 "CEB-FIP Model Code 1990 (1993), Comite Euro-International du Beton, Redwood Books, Trowbridge, Wiltshire, UK"
17 Sheikh, S.A., "Analytical model for concrete confinement in tied columns" 108 (108): 2703-2722, 1982
18 Liu, J., "A three-dimensional finite element model for confined concrete structures" 77 (77): 441-451, 2000
19 Malvar, L.J., "A plasticity concrete material model for DYNA3D" 19 (19): 847-873, 1997