Valamanesh V, Estekanchi HE, Vafai A, Ghaemian M. Application of the endurance time method in seismic analysis of concrete gravity dams. Scientia Iranica. 2011;18(3):326-37. Available from: https://doi.org/10.1016/j.scient.2011.05.039
Hariri-Ardebili MA. Impact of foundation nonlinearity on the crack propagation of high concrete dams. Soil Mechanics and Foundation Engineering. 2014,51(2):72-82.
Pirooznia A, Moradloo AJ. Seismic fracture analysis of concrete arch dams incorporating the loading rate dependent size effect of concrete. Structural Engineering and Mechanics, An Int’l Journal. 2021;79(2):169-98. Available from: https://https://doi.org/10.12989/sem.2021.79.2.169
Lee J, Fenves GL. A plastic‐damage concrete model for earthquake analysis of dams. Earthquake engineering & structural dynamics. 1998;27(9):937-56. Available from: https://doi.org/10.1002/(SICI)1096-9845(199809)27:9<937::AIDEQE764>3.0.CO;2-5
Omidi O, Valliappan S, Lotfi V. Seismic cracking of concrete gravity dams by plastic-damage model using different damping mechanisms. Finite Elements in Analysis and Design. 2013;63:80-97. Available from: https://doi.org/10.1016/j.finel.2012.08.008
Wang G, Wang Y, Lu W, Yu M, Wang C. Deterministic 3D seismic damage analysis of Guandi concrete gravity dam: A case study. Engineering Structures. 2017;148:263-76. Available from: https://doi.org/10.1016/j.engstruct.2017.06.060
Wang G, Lu W, Zhang S, Wang G, Lu W, Zhang S. Comparative analysis of nonlinear seismic response of concrete gravity dams using XFEM and CDP model. Seismic Performance Analysis of Concrete Gravity Dams. 2021;57:11-51. Available from: https://doi.org/10.1007/978-981-15-6194-8_2
Ghrib F, Tinawi R. An application of damage mechanics for seismic analysis of concrete gravity dams. Earthquake Eng Struct Dynam. 1995;24(2):157-73. Available from: https://doi.org/10.1002/eqe.4290240203
Wang G, Wang Y, Lu W, Zhou C, Chen M, Yan P. XFEM based seismic potential failure mode analysis of concrete gravity dam-water-foundation systems through incremental dynamic analysis. Eng Struct. 2015;98:81-94. Available from: https://doi.org/10.1016/j.engstruct.2015.04.023
Zhao E, Li B. Evaluation method for cohesive crack propagation in fragile locations of RCC dam using XFEM. Water, 2020;13(1):58. Available from: https://doi.org/10.3390/w13010058
Haghani M, Neya BN, Ahmadi MT, Amiri JV. Combining XFEM and time integration by α-method for seismic analysis of dam-foundation-reservoir. Theoretical and Applied Fracture Mechanics. 2020;109:102-22. Available from: https://doi.org/10.1016/j.tafmec.2020.102752
Haghani M, Neya BN, Ahmadi MT, Amiri JV. A new numerical approach in the seismic failure analysis of concrete gravity dams using extended finite element method. Engineering Failure Analysis. 2022;132:105835. Available from: https://doi.org/10.1016/j.engfailanal.2021.105835
Wang Y, Waisman H. From diffuse damage to sharp cohesive cracks: a coupled XFEM framework for failure analysis of quasi-brittle materials. Comput Methods Appl Mech Eng. 2016;299:57-89. Available from: https://doi.org/10.1016/j.cma.2015.10.019
Ouzandja D, Tiliouine B. Effects of dam-foundation contact conditions on seismic performance of concrete gravity dams. Arabian Journal for Science and Engineering. 2015;40(11):3047-56. Available from: https://doi.org/10.1007/s13369-015-1770-2
Ouzandja D. (2016). Effets des conditions de contact à l’interface barrage-fondation sur la performance sismique des barrages-poids en béton. Thèse de doctorat, Ecole Nationale Polytechnique (E.N.P), Alger, Algérie.
Saichi T, Renaud S, Bouaanani N, Miquel B. Effects of rock foundation roughness on the sliding stability of concrete gravity dams based on topographic surveys. Journal of Engineering Mechanics. 2019;145(7):04019043. Available from: https://doi.org/10.1061/(ASCE)EM.1943-7889.0001604
Gharibdoust A, Aldemir A, Binici B. Seismic behaviour of roller compacted concrete dams under different base treatments. Structure and Infrastructure Engineering. 2020;16(2):355-66. Available from: https://doi.org/10.1080/15732479.2019.1661500
Sen U, Okeil AM. Effect of biaxial stress state on seismic fragility of concrete gravity dams. Earthquakes and Structures. 2020;18(3):285-96. Available from: https://doi.org/10.12989/eas.2020.18.3.285
Ouzandja D, Messaad M. Seismic response analysis of concrete gravity dams considering base sliding. 1st International Conference on Geotechnical, Structural and Advanced Materials Engineering 2022.
Azmi M, Paultre p. Three-dimensional analysis of concrete dams including contraction joint non-linearity. Eng Struct. 2002;24(6):757-71. Available from: https://doi.org/10.1016/S0141-0296(02)00005-6
Dowdell DJ, Fan BH. Practical aspects of engineering seismic dam safety case study of a concrete gravity dam. Proc - 13th World Conference on Earthquake Engineering 2004.
Wang H, Feng M, Yang H. Seismic nonlinear analyses of a concrete gravity dam with 3D full dam model. Bull Earthq Eng. 2012;10(6):1959-77. Available from: https://doi.org/10.1007/s10518-012-9377-4
Yilmazturk SM, Arici Y, Binici B. Seismic assessment of a monolithic RCC gravity dam including three dimensional dam-foundation-reservoir interaction. Eng Struct. 2015;100:137-48. Available from: https://doi.org/10.1016/j.engstruct.2015.05.041
Ouzandja D, Tiliouine B, Belharizi M, Kadri M. Three-dimensional nonlinear seismic response of oued fodda concrete gravity dam considering contact elements at dam-reservoir interaction interface. Asian Journal of Civil Engineering (bhrc). 2017;18(6):977-92.
Omidi O, Lotfi V. Seismic plastic-damage analysis of mass concrete blocks in arch dams including contraction and peripheral joints. Soil Dynamics and Earthquake Engineering. 2017;95:118-37.
Liang H, Tu J, Guo S, Liao J, Li D, Peng S. Seismic fragility analysis of a High Arch Dam-Foundation System based on seismic instability failure mode. Soil Dynamics and Earthquake Engineering. 2020;130:105981.
Ftima MB, Lafrance S, Léger P. Three-dimensional modelling of shear keys in concrete gravity dams using an advanced grillage method. Water Science and Engineering. 2020;13(3):223-32.
Khassaf SI, Chkheiwr AH, Jasim MA. Effect of contraction joints on structural behavior of double curvature concrete dam subject to dynamic loading. IOP Conference Series: Materials Science and Engineering. 2020;888(1):012026. Available from: https://doi.org/10.1088/1757-899X/888/1/012026
Daneshyar A, Ghaemian M. Seismic analysis of arch dams using anisotropic damage-plastic model for concrete with coupled adhesive-frictional joints response. Soil Dynamics and Earthquake Engineering. 2019;125:105735. Available from: https://doi.org/10.1016/j.soildyn.2019.105735
Willam Kj, Warnke ED. Constitutive model for the triaxial behavior of concrete. Proc - International Association for Bridge and Structural Engineering 1975. 1975;19:1-30.