G. S. Armer, Discussion of the reinforcement of slabs in accordance with a predetermined field of moments, Concrete, vol.2, issue.8, pp.319-320, 1968.

T. Baumann, Tragwirkung orthogonaler Bewehrungsnetze beliebiger Richtung in Flächentragwerken aus Stahlbeton, Deutscher Ausschuss für Stahlbeton, p.217, 1972.

T. Baumann, Zur Frage der Netzbewehrung von Flächentragwerken, Bauingenieur, vol.47, issue.10, pp.367-377, 1972.

E. C. Bentz, F. J. Vecchio, C. , and M. P. , Simplified modified compression field theory for calculating shear strength for reinforced concrete elements, ACI Struct. J, vol.103, issue.4, pp.614-624, 2006.

M. P. Collins and A. Porasz, Shear design for high strength concrete Bul. d'Information No. 193: Design aspects of high strength concrete, pp.77-83, 1989.

R. D. Cook, D. S. Malkus, and M. E. Plesha, Concepts and applications of finite element analysis, 1989.

B. E. Diaz, Dimensionamento à esforço cortante, Estrutura, vol.92, pp.36-54, 1980.

B. E. Diaz and M. Schulz, Design of reinforced concrete based on mechanics, Reports of the Working Comissions No. IABSE Col. Delft IABSE, vol.34, pp.531-544, 1981.

B. H. Falconer, Theory of the stresses induced in reinforced concrete by applied twodimensional stress, ACI J, vol.53, issue.9, pp.277-293, 1956.

U. Kirschner, C. , and M. P. , Investigating the behavior of reinforced concrete shell elements, Publ. No, vol.86, issue.9, 1986.

P. Marti, Design of concrete slabs for transverse shear, ACI Struct. J, vol.87, issue.2, pp.180-190, 1990.

D. Mitchell, C. , and M. P. , Diagonal compression field theory -a rational model for structural concrete in pure torsion, ACI J, issue.8, pp.71-396, 1974.

M. P. Nielsen, Yield conditions for reinforced concrete shells in the membrane state, Non Classical Shell Problems: IASS Symp, pp.1030-1040, 1963.

M. A. Polak and F. J. Vecchio, Nonlinear Analysis of Reinforced???Concrete Shells, Journal of Structural Engineering, vol.119, issue.12, pp.93-96, 1993.
DOI : 10.1061/(ASCE)0733-9445(1993)119:12(3439)

S. Popovics, A numerical approach to the complete stress-strain curve of concrete, Cement and Concrete Research, vol.3, issue.5, pp.583-599, 1973.
DOI : 10.1016/0008-8846(73)90096-3

M. P. Santisi-d-'avila, Design of reinforced concrete structures using the equivalent section method, 2008.

W. C. Schnobrich, Behavior of reinforced concrete structures predicted by the finite element method, Computers & Structures, vol.7, issue.3, pp.365-376, 1977.
DOI : 10.1016/0045-7949(77)90074-8

M. Schulz, Design of reinforced concrete plates and shells, Proc., Int. Conf. on Structural Analysis and Design of Nuclear Power Plants, 1984.

M. Schulz, Verificação geral de peças de concreto armado baseada no modelo da chapa fissurada, 1988.

N. J. Stevens, S. M. Uzumeri, C. , and M. P. , Analytical modelling of reinforced concrete subjected to monotonic and reversed loadings, 1987.

E. Thorenfeldt, A. Tomaszewicz, and J. J. Jensen, Mechanical properties of highstrength concrete and application in design, Proc., Int. Symp. on Utilization of High-Strength Concrete, pp.149-159, 1987.

F. J. Vecchio, C. , and M. P. , The response of reinforced concrete to in-plane shear and normal stresses, Publ, pp.82-85, 1982.

F. J. Vecchio, C. , and M. P. , The modified compression field theory for reinforced concrete elements subjected to shear, ACI J, vol.83, issue.2, pp.219-231, 1986.

F. J. Vecchio, C. , and M. P. , Compression Response of Cracked Reinforced Concrete, Journal of Structural Engineering, vol.119, issue.12, pp.3590-3610, 1993.
DOI : 10.1061/(ASCE)0733-9445(1993)119:12(3590)

K. Willam, E. Pramono, and S. Sture, Fundamental issues of smeared crack models Fracture of concrete and rock: SEM-RILEM Int, Conf, pp.142-157, 1987.

R. H. Wood, The reinforcement of slabs in accordance with a pre-determined field of moments, Concrete, vol.2, issue.2, pp.69-76, 1968.

R. R. Zhu, T. T. Hsu, L. , and J. Y. , Rational shear modulus for smeared-crack, 2001.