[1] Pasbani K. M,, Ghorbani M. A., Seyfi L., (1394).Investigation of The Effect of Sediment Inertia on Seismic Response of Concrete Gravity Dams Using Finite Element Model. Dam and Hedroelectric Powerplant. 2 (5) :65-73.Tehran. Iran.
[2] Bandei F., Azizian G.,Golbarari M., (2015). Displacement of Gravity Dam in Far and Near Fault Earthquake Including Dam-Water-Sediment-Foundation Interaction.Current World Environment.Vol. 10(Special Issue 1)
[3] Mohammadi Shoja H., Shokrollahi B., Haji Rasooliha A., Kamalim T., (1382). Investigation of the Dynamic Expansion crack and Earthquake breakdown in concrete gravity Dams.Fourth International Conference on Seismology and Earthquake Engineering, Tehran. Iran.
[4] Navaii Nia B., Naseri N., Kalani L., Vaseghi Amiri G., (1393). Evaluation of Nonlinear Response of Concrete gravity Dams with Crack Modeling with rotary and fixed method. First National Congress on Structural Engineering of iran, Congress Center of the Olympic Hotel. Tehran. Iran.
[5]Rahimzadeh R. F., Omidi A., (1381). investigated of the effects of nonlinear behavior of concrete on the response of seismic concrete arch dams. The first conference on safety and rehabilitation of structures, Amirkabir University of Technology. Tehran. Iran.
[6]Nezhadfard H., (1391). The effect of cracking on the spectral response of arc concrete dams by finite element method, Master's thesis, Islamic Azad University, Ahar Branch.
[7] Mahmoudian Shooshtari M., Sadeghi Chikani P., (1392). Dynamic Analysis of gravity Dams with Considering the Concrete cracking with the Finite Element Method, 7th National Congress on Civil Engineering, Shahid Nikbakht Engineering univercity, Zahedan.
[8]Aghazadegan A., Moradloo J., (1391). Investigating the parameters of concrete failure model on nonlinear seismic response of arc concrete dams, second national new finding conference Civil Engineering, Islamic Azad University, Najaf Abad Branch, Najaf Abad.
[9] Jiang S. Y., Du C. B., (2012). Seismic stability analysis of concrete gravity dams with penetrated cracks. Water Science and Engineering, 5(1), 105-119.
[10]Shi M., Zhong H., Ooi E. T., Zhang C., Song C., (2013). Modelling of crack propagation of gravity dams by scaled boundary polygons and cohesive crack model. International Journal of Fracture, 183(1), 29-48.
[11] Oliveira S., Gaspar N., Dinis P., (2006). Cracking Analysis in Concrete Dams using Isotropic Damage Models.Objectivity of Numerical Solutions. InIII European Conferenceon Computational Mechanics (pp.369-369). Springer Netherlands.
[12] Wepf D. H., Feltrin G., Bachmann H., (1993). Influence of time-domain dam–reservoir interaction on cracking of concrete gravity DAMS. Earthquake engineering structural dynamics, 22(7), 573-582.
[13] Haj Hosseini J., Moradloo J., (1393). Comparison of Near‐Filed and Far‐Filed Earthquakes on Nonlinear Response of Concrete gravity Dams, Journal of Civil and Environmental Engineering, Tabriz University Winter.
[14] Kalateh F., Ghamatloo, A., (1396). Comparison of the massive and mass less foundation on the nonlinear dynamic response of concrete gravity dam in terms of the interaction of dam, reservoir, foundation.International Conference on Civil Engineering, contemporary iranian architecture and urbanism , Shahid Beheshti University. Tehran. Iran.
[15] Rescher O., (1990). Importanceof cracking in concrete dams. EngngFractMech, 35(3):503-2
[16] Naeim F., (2001). The Seismic Design Handbook, 2n edition, Kluwer Academic Publishers.
[17] Ghoprah A., (2004). Response of Structuresto Near-Fault Ground Motion , 13thWorConf on Earth. Eng. 1-6:1031
[18] Somerville P., (2000).Characterizationofnear field groundmotions.In:Proceedingsof the US–Japan workshop:effectsofnear-field earthquakeshaking.SanFran- cisco; March.
[19] Sharan, S. K., (1987). Time-domain analysis of infinite fluid vibration. International Journal of Numerical Methods in Engineering.24,pp. 945–958
[20] Hatano T., (1965). "An Examination of The resonance of hydrodynamic pressure during Earthquakes due to Elasticity of water", technical report C-65001, central research institute of electric power industry, Tokyo, Japan.
[21] Fenves G., Chopra A., (1983). "effects of reservoir bottom absorption on earthquake response of Concrete gravity dams", Earthquake Eng. and Structural Dynamic., Vol. 11.
[22]Krajcinovic D., (1984). Continuum damage mechanics, Applied MechanicsReviews.37(1):1–6
[23] Dragon A., Mróz Z., (1979). A continuum model for plastic-brittle behavior of rock and concrete. International Journal of Engineering Science,17(2):121–37.
[24]Mander, J.B., Priestley, M.J.N., and Park R. (1984). Theoretical Stress-Strain Model for Confined Concrete. Journal of Structural Engineering. ASCE, 114(3), 1804-1826.
[25] Cervera M., Oliver J., Faria R., (1995). Seismic evaluation of concrete dams via continuum damage models. Earthquake Engineering and Structural Dynamics.24(9):1225–45.
[26] Hatzigeorgiou G., Beskos D., Theodorakopoulos D., Sfakianakis M. A., (2001). simple concrete damage model for dynamic FEM applications. International Journal of Computational Engineering Science.2:267–86.
[27] Lubliner J., Oliver J., Oller S., Oñate E., (1989). A plastic-damage model for concrete. International Journal of Solids and Structures.25(3):299–326.
[28] Lee J. ,Fenves G. L., (1998). Plastic-damage model for cyclic loading of concrete structures. Journal of Engineering Mechanics.124(8):892–900.
[29] Mavroeidis G. P., Papageorgiou, A., S., (2003). A mathematical representation of near-fault ground motions. Bulletin of the Seismological Society of America.93 (3):1099–131.
[30] Calayir Y., Karaton M., (2005). A continuum damage concrete model for earthquake analysis of concrete gravity dam–reservoir systems. Journal Soil Dynamics and Earthquake Engineering.25:857–869
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