[1] Pekau, O. A., Lingmin, F., Chuhan, Z.," Seismic Fracture of Koyna Dam: Case Study", Earthquake Engineering and Structural Dynamics, 1995, 24, 15-33.
[2] Ghaemian, M., Ghobarah, A., "Staggered Solution Schemes for Dam-Reservoir Interaction", Journal of Fluids and Structures, 1998, 12, 933-948.
[3] Calayir, Y, Karaton, M., "A Continuum Damage Concrete Model for Earthquake Analysis of Concrete Gravity Dam-Rreservoir Systems", Soil Dynamics and Earthquake Engineering, 2005, 25, 857-869.
[4] Rajib Sarkar, D. K., Paul, L., Stempniewski, L, "Influence Of Reservoir and Foundation on the Nonlinear Dynamic Response of Concrete Gravity Dams", ISET Journal of Earthquake Technology, 2007, 44, 377-389.
[5] Mao, M., Taylor, C. A. "Nonlinear Seismic Cracking Analysis of Medium Height Concrete Gravity Dams", Computers and Structures, 1997, 64 (5/6), 1197-1204.
[6] Gunglun, W., Pekau, O. A, Chuhan, Z., Shaumin, W., "Seismic Fracture Analysis of Concrete Gravity Dams Based on Nonlinear Fracture Mechanics", Engineering Fracture Mechanics, 2000, 65, 67-87.
[7] Espandar, R, Lotfi, V., "Comparison of Non-Orthogonal Smeared Crack and Plasticity Models for Dynamic Analysis of Concrete Arch Dams", Computers and Structures, 2003, 81 (14), 1461-1474.
[8] Zhang, H., Ohamachi, T., "Seismic Cracking and strengthening of concrete gravity dams”, 12th World Conference of Earthquake Engineering, 2000.
[9] Mirzabozorg, G., "Non-Linear Behavior of Mass Concrete in Three-Dimensional Problems using a Smeared Crack Approach", Earthquake Engineering and Structural Dynamics, 2005, 34, 247-269.
[10] Ghrib, F., Tinawi, R. "An Application of Damage Mechanics for Seismic Analysis of Concrete Gravity Dams", Earthquake Engineering and Structural Dynamics, 1995, 24,157-173.
[11] Tinawi, R., Ghrib, F., "An Anisotropic Damage Model for the Response of Concrete Gravity Dams", Dam Fracture and Damage, Bourdarot, Mazars, Sauma (eds.), Balkema, 1994.
[12 ] Olivier, J., Cevera, M., "Seismic Evaluation
of Concrete Rams Via Continuum Damage
Models", Earthquake Engineering and
Structural Dynamics, 1995, 24, 1225-
1245.
[13] Faria, R., Oliver, J., Cevera, M., "A Strain-based Plastic Viscose Damage Model for Massive Concrete Structures”, International Journal of Solids and Structures, 1998, 35 (14), 1533-1558.
[14] Lee, J., Fenves, G., L, "A Plastic-damage Concrete Model for Earthquake Analysis of Dams", Earthquake Engineering and Structural Dynamics, 1998, 27, 937-965.
[15] Mirzabozorg, G., "Damage Mechanics Approach in Seismic Analysis of Concrete Gravity Dams Including Dam-Reservoir Interaction", European Earthquake Engineering 3, 2004.
]16[ رحیمزاده رفوئی، ف.، "ﺑﺮرﺳﯽ ﭘﺎﺳﺦ ﻟﺮزهای ﺳﺪﻫﺎی ﺑﺘﻨﯽ ﻗﻮﺳﯽ ﺑﺎ در ﻧﻈﺮ ﮔﺮﻓﺘﻦ اﺛﺮ ﺟﺮم ﭘﯽﺗﺤﺖ اﺛﺮ زﻟﺰﻟﻪﻫﺎی Near Field"، دفتر امور پژوهشی و پشتیبانی علمی شرکت سهامی مدیریت منابع آب، ایران.
[17] Maniatakis, Ch. A., Taflampas, I. M., Spyrakos, C. C., "Identification of Near-Fault Earthquake Record Characteristics", 14th World Conference on Earthquake Engineering, Beijing, China, 12-17 October, 2008.
]18[ قائممقامیان، م. ر.، خلیلی، ب.، "تأثیر نوع گسل، بزرگای زلزله و اثر فاصله برای گسلش ناهمگن بر حرکات توانمند زمین در حوزه نزدیک گسل"، پژوهشنامه زلزلهشناسی و مهندسی زلزله، 1385، 9 (3).
[19] Bazant, Z. P, "Recent Advances in Fracture Mechanics, Size Effect and Rate Dependence of Concrete: Implications for Dams", Dam Fracture and Damage, Bourdarot, Mazars, Sauma (eds.) Balkema, 1994.
[20] ANSYS, "Software Help, Ver. 10".
[21] Huang, J., "Seismic Response Evaluation of Concrete Gravity Dams Subjected to Spatially Varying Earthquake Ground Motions", PhD Thesis, Drexel University, 2011.
[22] Naeim, F., "The Seismic Design Handbook", 2nd Edition, Kluwer Academic Publishers, 2001.
)