1 Hsu, C.T., "Structural concrete biaxial bending and compression" ASCE 99 (99): 2317-2335, 1973
2 Cengiz Dundar, "Strength of biaxially loaded high strength reinforced concrete columns" 국제구조공학회 44 (44): 649-661, 2012
3 Priestley, M.J.N., "Strength and durability of concrete bridge columns under seismic loading" 84 (84): 61-76, 1987
4 Rofooei, F. R., "Spectra combination method for pushover analysis of special steel moment resisting frames" 10 (10): 245-252, 2011
5 Sadeghi, K., "Simulation numérique du comportement de poteaux en béton arme sous cisaillement dévié alterne" University of Nantes/Ecole Central de Nantes 1995
6 Brondum-Nielsen, T., "Serviceability limit state analysis of concrete sections under biaxial bending" 81 (81): 587-593, 1984
7 Park, R., "Reinforced concrete members with cyclic loading" ASCE 98 (98): 1341-1359, 1972
8 Richard Yen, J. Y., "Quasi-Newton method for reinforced concrete column analysis and design" ASCE 117 (117): 657-666, 1991
9 Sadeghi, K., "Numerical simulation and experimental test of compression confined and unconfined concrete" Concrete Laboratory of Power and Water University of Technology 2001
10 Amziane, S., "Global RC structural damage index based on the assessment of local material damage" 6 (6): 459-468, 2008
1 Hsu, C.T., "Structural concrete biaxial bending and compression" ASCE 99 (99): 2317-2335, 1973
2 Cengiz Dundar, "Strength of biaxially loaded high strength reinforced concrete columns" 국제구조공학회 44 (44): 649-661, 2012
3 Priestley, M.J.N., "Strength and durability of concrete bridge columns under seismic loading" 84 (84): 61-76, 1987
4 Rofooei, F. R., "Spectra combination method for pushover analysis of special steel moment resisting frames" 10 (10): 245-252, 2011
5 Sadeghi, K., "Simulation numérique du comportement de poteaux en béton arme sous cisaillement dévié alterne" University of Nantes/Ecole Central de Nantes 1995
6 Brondum-Nielsen, T., "Serviceability limit state analysis of concrete sections under biaxial bending" 81 (81): 587-593, 1984
7 Park, R., "Reinforced concrete members with cyclic loading" ASCE 98 (98): 1341-1359, 1972
8 Richard Yen, J. Y., "Quasi-Newton method for reinforced concrete column analysis and design" ASCE 117 (117): 657-666, 1991
9 Sadeghi, K., "Numerical simulation and experimental test of compression confined and unconfined concrete" Concrete Laboratory of Power and Water University of Technology 2001
10 Amziane, S., "Global RC structural damage index based on the assessment of local material damage" 6 (6): 459-468, 2008
11 Sadeghi, K., "Energy based structural damage index based on nonlinear numerical simulation of structures subjected to oriented lateral cyclic loading" 9 (9): 155-164, 2011
12 A. Massumi, "Energy based procedure to obtain target displacement of reinforced concrete structures" 국제구조공학회 48 (48): 681-695, 2013
13 Garcia Gonzalez, J. J., "Contribution á l’étude des poteaux en béton armé soumis á un cisaillement dévié alterné" University of Nantes/Ecole Central de Nantes 1990
14 Zak, L., "Computer analysis of reinforced concrete sections under biaxial bending and longitudinal load" ACI 90 (90): 163-169, 1993
15 Sami W. Tabsh, "Comparison between reinforced concrete designs based on the ACI 318 and BS 8110 codes" 국제구조공학회 48 (48): 467-477, 2013
16 CEB Code, "Code-Modéle CEB-FIP pour les structures en béton, Bulletin d’information no. 124-125F, Comité Euro-International du Béton, Vol. 1-2, Paris, France"
17 Yau, C. Y., "Biaxial bending of arbitrarily shaped reinforced concrete columns of arbitrary shape" ACI 90 (90): 269-273, 1993
18 Sieffert, J. G., "Behavior of R/C columns under static compression and lateral cyclic displacement applied out of symmetrical planes" 1990
19 Alnoury, S.I., "Behavior and design of reinforced and composite concrete sections" 108 (108): 1266-1284, 1982
20 Sadeghi, K., "Analytical stress-strain model and damage Index for confined and unconfined concretes to simulate RC structures under cyclic loading" 12 (12): 333-343, 2014
21 Sheikh, S. A., "A comparative study of confinement models" 79 (79): 296-305, 1982