[1] Samii A, Lotfi V (2007) Comparison of coupled and decoupled modal approaches in seismic analysis of concrete gravity dams in time domain. Finite Elem Anal Des 43: 1003-1012.
[2] Aftabi Sani A, Lotfi V (2010) Dynamic analysis of concrete arch dams by ideal-coupled modal approach. Eng Struct 32: 1377-1383.
[3] Rezaiee-Pajand M, Aftabi Sani A and Kazemiyan M.S (2017) Free vibration analysis of concrete arch dams by quadratic ideal-coupled method. Struct Eng MECH 65: 69-79.
[4] Hojati M, Lotfi V (2011) Dynamic analysis of concrete gravity dams utilizing two-dimensional modified efficient fluid hyper-element. Adv Struct Eng 14: 1093-1106.
[5] Aftabi Sani A, Lotfi V (2010) Dynamic analysis of concrete arch dams by ideal-coupled modal approach. Eng Struct 32: 1377-1383.
[6] Chopra AK (2012) Earthquake analysis of arch dams: factors to be considered. J Struct Eng-ASCE 138: 205-214.
[7] Kim JK, Koh HM, Kwahk IJ (1996) Dynamic response of rectangular flexible fluid containers. ASCEJ Eng Mech 122(9): 807-817.
[8] Chen JZ, Kianoush MR (2009) Generalized SDOF system for seismic analysis of concrete rectangular liquid storage tanks. Eng Struct 31: 2426-2435.
[9] Ghaemmaghami AR, Kianoush MR (2010a) Effect of wall flexibility on dynamic of concrete rectangular liquid storage tanks under horizontal and vertical ground motions. J Struct Eng 136(4): 441-451.
[10] Rezaiee-Pajand M, Aftabi sani A, Kazemiyan MS (2016) Analytical solution for free vibration of flexible 2D rectangular tanks. Ocean Eng 122: 118-135.
[11] Lakis AA, Bursuc G, Toorani MH (2009) Sloshing effect on the dynamic behavior of horizontal cylindrical shells. Nucl Eng Des 239(7): 1193-11206.
[12] Khojasteh Kashani B, Aftabi Sani A (2016) Free vibration analysis of horizontal cylindrical shells including sloshing effect utilizing polar finite elements. Euro J Mech A/Solids 58: 187-201.
[13] Ebrahimi Mamaghani A, Khadem SE, Bab S, Pourkiaee M (2018) Irreversible passive energy transfer of an immersed beam subjected to a sinusoidal flow via local nonlinear attachment. Int J Mech Sci 17.
[14] Nourifar M, Aftabi Sani A, Keyhani A (2017) Efficient multi-step differential transform method: Theory and its application to nonlinear oscillators. Commun Nonlinear Sci 14: 61-74.
[15] Jandaghi Semnani S, Attarnejad R, Kazemi Firouzjaei R (2013) Free vibration analysis of variable thickness thin plates by two-dimensional differential transform method. Acta Mechanica 16: 1129-1156.
[16] Keimanesh M, Rashidi MM, Chamkha AJ, Jafari R (2011) Study of a third grade non-newtonian fluid flow between two parallel plates using the multi-step differential transform method. Comput Math with Appl 62: 2871-2891.
[17] Ni Q, Zhang ZL, Wang L (2011) Application of the differential transformation method to vibration analysis of pipes conveying fluid. Appl Math Comput 217: 7028-7038.
[18] Gokdogan A, Merdan M, Yildirim A (2012) Adaptive multi-step differential transformation method to solving nonlinear differential equations. Math Comput Model 55: 761-769.
[19] Hatami M, Sheikholeslami M, Domairry G (2014) High accuracy analysis for motion of a spherical particle in plane couette fluid flow by multi-step differential transformation method. Powder Technol 260: 59-67.
[20] Ebrahimi Mamaghani A, Khadem SE, Bab S (2016) Vibration control of a pipe conveying fluid under external periodic excitation using a nonlinear energy sink. Nonlinear Dynam 86(3).
[21] Ebrahimi Mamaghani A, Sotudeh-Gharebagh R Zamani R, Mostoufi N (2019) Dynamics of two-phase flow in vertical pipes J Fluid Struct 87:150-173.
[22] Rezaiee-Pajand M, Aftabi A, Hozhabrossadati SM (2017) Application of differential transform method to free vibration of gabled frames with rotational springs. Int J Struct Stab Dy 17(1): 1750012.
[23] Rezaiee-Pajand M, Aftabi A, Hozhabrossadati SM (2018) Free vibration of a generalized plane frame. Int J Eng 31(4): 538-547.
[24] Rezaiee-Pajand M, Kazemiyan MS, Aftabi A (2018) Solving Coupled Beam-Fluid Interaction by DTM. Ocean Eng 167: 380-396.
[25] Sandberg G, Ohayon R (2008) Computational aspects of structural acoustics and vibration. CISM 505: 1-281.
)