[
A. Asghar, Taï., 1981. Analyse de la tenue aux séismes des structures en béton armé. Prise en compte globale des nonlinéarités, Doctoral Thésis, Ecole Nationale des Ponts et Chaussées, France.
]Search in Google Scholar
[
Y, Bouafia., 1987. Simulation numérique du comportement moyen, jusqu’à rupture, d’une zone de poutre. Application au béton armé ou précontraint et béton de fibres. Mémoire DEA, Université de Paris 6, 77 p.
]Search in Google Scholar
[
Grelat, Alan., 1978. Comportement non linéaire et stabilité des ossatures en béton armé. Annales de l’institut technique de bâtiment et de travaux publics, série: théories et méthodes de calculs 223, n°366, p 105-126.
]Search in Google Scholar
[
H, Belmihoub., A, Hamza and N, Mesboua., 2022. Modelling of in earthen dam under the effect of seismic loading-case of the taksebt dam (Algéria). Journal of applied engineering sciences, Vol. 12(25) issue 1, page 17-26. DOl: 10.2478/jaes-2022-0003
]Search in Google Scholar
[
K, Ghouilem., D, Atlaoui and S, Merakeb., 2023. Creep behavior of the clay cores at the Bougdora dam using ANSIS software. Journal of applied engineering sciences, Vol. 13(26) issu 2, Art. No. 374, pp. 189-196. DOI: 10.2478/jaes-2023-0024
]Search in Google Scholar
[
Lee, P.S and Mcclure, G., 2006. A general three-dimensional Lsection beam finite element for elastoplastic large deformation analysis. Computers and Structures 84, pages 215-229.
]Search in Google Scholar
[
Limkatanyu, S and Samakrattakit, A., 2003. Frame element including effects of reinforcement slippage for nonlinear analysis of R/C structures. Songklanakarin Journal of Science and Technology, Vol. 25 No. 2, pp. 213-226.
]Search in Google Scholar
[
LI, Q.S and Chen, J. M., 2003. Non-linear elastoplastic dynamic analysis of single layer reticulated shells subjected to earthquake excitation. Computers and Structures 81, pages 177-188.
]Search in Google Scholar
[
Malika, Belhocine., Youcef, Bouafia., Mohand Said, Kachi and karim, Benyahi., 2023. Assessment of nonlinear behavior and ductility of reinforced concrete structures. World Journal of Engineering, Vol. 20 No. 3, pp. 522-543. https://doi.org/10.1108/WJE-03-2021-0181
]Search in Google Scholar
[
Mazars, J., 1984. Application de la mécanique de l’endommagement au comportement nonlinéaire et à la rupture du de structure. Thèse doctorat d’état, université Pierre Marie Curie paris 6.
]Search in Google Scholar
[
Ngo, D and Scordelis, A.C., 1967. Finite element analysis of reinforced concrete. A.C.I journal, N°64-14, pp.152-163.
]Search in Google Scholar
[
Nilson, A.H., 1968. Non-linear analysis of reinforced concrete by finite element method. A.C.I journal, N°65-55, pp.757-766.
]Search in Google Scholar
[
Park, R., 1989. Evaluation of ductility structures and structural assemblages from laboratory testing. Bulletin of the New Zeland National Society for Earthquake Engineering, Vol.22 No. 3, pp. 155-165. https://doi.org/10.5459/bnzsee.22.3.155-166
]Search in Google Scholar
[
RPA. Règlement Parasismique Algerian 2003. Algerian seismic code, National Center for Applied Research in Earthquake Engineering, RPA99, Algiers, Algeria.
]Search in Google Scholar
[
Rules BAEL 91, revised 99. 1999. Technical rules for the design of reinforced concrete structures according to the limit states method, Publisher: Association Française de Normalization.
]Search in Google Scholar
[
Sargin, M., 1971. Stress – strain relationships for concrete and the analysis of the structural concrete sections. Solid Mechanics Division, University of Waterloo, S M study n° 4 Canada.167p.
]Search in Google Scholar
[
Shdeed, E and Kasoul, A., 2002. Prise en compte de la ductilité dans les Méthode de renforcement des anciens bâtis. Journal of the structural division, Vol 108, pp. 1079-1102.
]Search in Google Scholar
[
Sheikh, S.A. and Uzemri, S.M., 1980. Strength and ductility of tied in reinforced concrete columns”. Journal of the structural division, Vol. 108, pp .1079-1102.
]Search in Google Scholar
[
S, Khalfallah, and A, Charif., 2004. Modélisation du comportement non linéaire des structures en béton armé. Sciences et technologie, B – N°21, pp. 29-35.
]Search in Google Scholar
[
Trogrlic, B and Mihanovic, A., 2008, The comparative body model in material and geometric nonlinear analysis of space R/C frames. Engineering Computations, Vol. 25 No. 2, pp. 155-171. https://doi.org/10.1108/02644400810855968
]Search in Google Scholar
[
Stanley S, Low and Jack P, Moehle., (1987), Experimental study of reinforced concrete column subjected to multy-axial cyclic loading. Earthquake Engineering Research Center. Report NO UCB/EERC. 87/14.
]Search in Google Scholar
[
Watson, S., Zahn, F and Park, R., 1994. Confining reinforcement for concrete columns, Journal of Structural Engineering. 120(6), 1798–1824. Https://doi. org/10.1061/(ASCE)0733-9445(1994)120:6(1798).
]Search in Google Scholar
[
Y, Bouafia., A, Iddir., M.S, Kachi and H, Dumontet., 2014. Stress–strain relationship for the confined concrete. Stress MPa, vol. 70, p. 80.
]Search in Google Scholar
[
Isenberg, J., 1993. Finite element analysis of reinforced concrete structures II. ASCE, ed. New York.
]Search in Google Scholar
