[1] J. Ahadian, A.R. Afzalian, Applied Analysis of Piano Key Weir (PKW) Structures as a Diversion Dam, Amirkabir Journal of Civil Engineering, 49(3) (2017) 463-476,
https://doi.org/10.22060/ceej.2016.694.
[2] A. Jafari, A. Aftabi Sani, Solving two classical fluid-structure interaction problem utilizing differential transform method, Journal of Solid and Fluid Mechanics, 10(3) (2020) 17-30,
https://doi.org/10.22044/jsfm.2020.9854.3213.
[3] H.M. Westergaard, Water pressures on dams during earthquakes, Transactions of the American society of Civil Engineers, 98(2) (1933) 418-433,
https://doi.org/10.1061/TACEAT.0004496.
[4] S. Kotsubo, Dynamic water pressure on dams due to irregular earthquakes, Transactions of the Japan Society of Civil Engineers, 1957(47) (1957) 38-45,
https://doi.org/10.2208/jscej1949.1957.47_38.
[5] A.K. Chopra, Hydrodynamic pressures on dams during earthquakes, Journal of the Engineering Mechanics Division, 93(6) (1967) 205-223,
https://doi.org/10.1061/JMCEA3.0000915.
[6] J. Avilés, X. Li, Analytical–numerical solution for hydrodynamic pressures on dams with sloping face considering compressibility and viscosity of water, Computers & Structures, 66(4) (1998) 481-488,
https://doi.org/10.1016/S0045-7949(97)00091-6.
[7] M. Zingales, Seismically induced, non-stationary hydrodynamic pressure in a dam-reservoir system, Probabilistic Engineering Mechanics, 18(2) (2003) 151-163,
https://doi.org/10.1016/S0266-8920(02)00056-5.
[8] B. Navayineya, J.V. Amiri, M.A. Ardeshir, A closed form solution for hydrodynamic pressure of gravity dams reservoir with effect of viscosity under dynamic loading, World Academy of Science, Engineering and Technology, 58 (2009) 416-420,
https://doi.org/10.5281/zenodo.1080840.
[9] G. Lin, Y. Wang, Z. Hu, Hydrodynamic pressure on arch dam and gravity dam including absorption effect of reservoir sediments, IOP Conference Series: Materials Science and Engineering, 10(1) (2010) 012234,
https://doi.org/10.1088/1757-899X/10/1/012234.
[10] R. Attarnejad, A. Bagheri, Dam-reservoir interaction including the effect of vertical component of earthquake acceleration on hydrodynamic pressure, Advanced Materials Research, 255-260 (2011) 3493-3499,
https://doi.org/10.4028/www.scientific.net/AMR.255-260.3493.
[11] M.A. Karaca, S. Küçükarslan, Analysis of dam-reservoir interaction by using homotopy analysis method, KSCE Journal of Civil Engineering, 16(1) (2012) 103-106,
https://doi.org/10.1007/s12205-012-0870-8.
[12] B. Navayi Neya, M.A. Ardeshir, An analytical solution for hydrodynamic pressure on dams considering the viscosity and wave absorption of the reservoir, Arabian Journal for Science and Engineering, 38(8) (2013) 2023-2033,
https://doi.org/10.1007/s13369-013-0566-5.
[13] N. Bouaanani, S. Renaud, Effects of fluid–structure interaction modeling assumptions on seismic floor acceleration demands within gravity dams, Engineering Structures, 67 (2014) 1-18,
https://doi.org/10.1016/j.engstruct.2014.02.004.
[14] R. Tarinejad, S. Pirboudaghi, Legendre spectral element method for seismic analysis of dam-reservoir interaction, IJCE, 13(2) (2015) 148,
https://doi.org/10.22068/IJCE.13.2.148.
[15] R.-A. Jafari-Talookolaei, S. Lasemi-Imani, Free vibration analysis of a delaminated beam–fluid interaction system, Ocean Engineering, 107 (2015) 186-192,
https://doi.org/10.1016/j.oceaneng.2015.07.053.
[16] M. Rezaiee-Pajand, A. Aftabi S, M.S. Kazemiyan, Analytical solution for free vibration of flexible 2D rectangular tanks, Ocean Engineering, 122 (2016) 118-135,
https://doi.org/10.1016/j.oceaneng.2016.05.052.
[17] M. Jafari, V. Lotfi, Dynamic analysis of concrete gravity dam-reservoir systems by a wavenumber approach for the general reservoir base condition, Scientia Iranica, 25(6) (2018) 3054-3065,
https://doi.org/10.24200/sci.2017.4227.
[18] M. Rezaiee-Pajand, M.S. Kazemiyan, A. Aftabi S, Solving coupled beam-fluid interaction by DTM, Ocean Engineering, 167 (2018) 380-396,
https://doi.org/10.1016/j.oceaneng.2018.04.020.
[19] H. Mazighi, M.K. Mihoubi, Study of the effect of upstream slope on water pressure in concrete gravity dam, Procedia Structural Integrity, 13 (2018) 1438-1441,
https://doi.org/10.1016/j.prostr.2018.12.298.
[20] M. Wang, J. Chen, L. Wu, B. Song, Hydrodynamic pressure on gravity dams with different heights and the westergaard correction formula, International Journal of Geomechanics, 18(10) (2018) 04018134,
https://doi.org/10.1061/(ASCE)GM.1943-5622.0001257.
[21] H. Xu, D. Zou, X. Kong, Z. Hu, X. Su, A nonlinear analysis of dynamic interactions of CFRD–compressible reservoir system based on FEM–SBFEM, Soil Dynamics and Earthquake Engineering, 112 (2018) 24-34,
https://doi.org/10.1016/j.soildyn.2018.04.057.
[22] Y. Wang, Z. Hu, W. Guo, Hydrodynamic pressures on arch dam faces with irregular reservoir geometry, Journal of Vibration and Control, 25(3) (2018) 627-638,
https://doi.org/10.1177/1077546318791013.
[23] M. Pasbani Khiavi, A. Feizi, M. Jalali, Frequency analysis of concrete gravity dam with finite element model and LHS method Numerical Methods in Civil Engineering, 3(3) (2019) 13–19,
https://doi.org/10.29252/nmce.3.3.14.
[24] M. Pasbani Khiavi, A. Sari, Evaluation of hydrodynamic pressure distribution in reservoir of concrete gravity dam under vertical vibration using an analytical solution, Mathematical Problems in Engineering, 2021(1) (2021) 6669366,
https://doi.org/10.1155/2021/6669366.
[25] M.A. Hariri-Ardebili, J.W. Salamon, S.M. Seyed-Kolbadi, Discussion of “hydrodynamic pressure on gravity dams with different heights and the westergaard correction formula” by Mingming Wang, Jianyun Chen, Liang Wu, and Bingyue Song, International Journal of Geomechanics, 22(8) (2022) 07022006,
https://doi.org/10.1061/(ASCE)GM.1943-5622.0002396.
[26] J. Ye, H. Zhou, X. Zhou, Hydrodynamic pressure on lateral side of dam excited by harmonic seismic vibration: A novel formulation, Soil Dynamics and Earthquake Engineering, 164 (2023) 107626,
https://doi.org/10.1016/j.soildyn.2022.107626.
[27] M. Pasbani Khiavi, A. Ferdousi, A. Moallemi Khiavi, A probabilistic model for evaluation of the dynamic behavior of a concrete gravity dam considering the fluid-structure interaction, Advances in Civil Engineering, 2023(1) (2023) 9927608,
https://doi.org/10.1155/2023/9927608.
[28] D. Ouzandja, M. Messaad, A.T. Berrabah, M. Belharizi, Seismic analysis of Fractured Koyna Concrete Gravity Dam, Archives of Hydro-Engineering and Environmental Mechanics, 70 (2023) 29-47,
https://doi.org/10.2478/heem-2023-0003.
[29] R. Kouhdasti, N. Bouaanani, Response spectrum and modal dynamic analyses of gravity dams using ground motion accelerations modified to account for hydrodynamic effects, Earthquake Spectra, 40(4) (2024) 2761-2804,
https://doi.org/10.1177/87552930241246016.
[30] F. Şermet, M.E. Kartal, M.E. Yiğit, E. Hökelekli, The effect of the gravity on the earthquake performance of roller compacted concrete dams, 2024, 15(1) (2024) 20-29,
https://doi.org/10.20528/cjcrl.2024.01.003.
[31] A. Asgari, Extended power series solution for Perkins-Kern-Nordgren model of hydraulic fracture, AUT Journal of Civil Engineering, 6(4) (2022) 461-468,
https://doi.org/10.22060/ajce.2023.19737.5814.
[32] M. Nourifar, A.A. Sani, A. Keyhani, Efficient multi-step differential transform method: Theory and its application to nonlinear oscillators, Communications in Nonlinear Science and Numerical Simulation, 53 (2017) 154-183,
https://doi.org/10.1016/j.cnsns.2017.05.001.