[1] A. Bayraktar, B. Sevim, A.C. Altunışık, T. Türker, Effect of the model updating on the earthquake behavior of steel storage tanks, Journal of Constructional Steel Research, 66 (2010) 462-469.
[2] M.R. Shekari, N. Khaji, M.T. Ahmadi, On the seismic behavior of cylindrical base-isolated liquid storage tanks excited by long-period ground motions, Soil Dynamics and Earthquake Engineering, 30 (2010) 968-980.
[3] H. Akatsuka, H. Kobayashi, Fire of petroleum tank, etc. by Niigata earthquake, in, Failure Knowledge Database, Japan Science and Technology Agency, 2008.
[4] G.W. Housner, The dynamic behavior of water tanks, Bulletin of the seismological society of America, 53 (1963) 381-387.
[5] N.W. Edwards, A procedure for the dynamic analysis of thin walled cylindrical liquid storage tanks subjected to lateral ground motions, in, University of Michigan, Ann Arbor, MI, USA, 1969.
[6] N.M. Newmark, E. Rosenblueth, Fundamentals of earthquake engineering, Prentice-Hall Civil engineering and engineering mechanics series, 12 (1971).
[7] J.Y. Yang, Dynamic behavior of fluid-tank systems, in: Civil and Environmental Engineering Rice University, Houston, Texas, USA, 1976.
[8] A.S. Veletsos, J. Auyang, Earthquake response of liquid storage tanks, in: Advances in Civil Engineering through Engineering Mechanics, ASCE, 1977, pp. 24.
[9] A.S. Veletsos, A. Kumar, Dynamic response of vertically excited liquid storage tanks, in: Proceedings of the eighth world conference on earthquake engineering, San Francisco, California, USA, 1984, pp. 453-459.
[10] F.H. Hamdan, Seismic behaviour of cylindrical steel liquid storage tanks, Journal of Constructional Steel Research, 53 (2000) 307-333.
[11] E.C.f. Standardization, Eurocode 8: Design of structures for earthquake resistance, in: Part 4: Silos, tanks and pipelines EN 1998-4:2006 (E), 2006.
[12] J.C. Virella, L.A. Godoy, L.E. Suárez, Fundamental modes of tank-liquid systems under horizontal motions, Engineering Structures, 28 (2006) 1450-1461.
[13] Z. Ozdemir, M. Souli, Y.M. Fahjan, Application of nonlinear fluid–structure interaction methods to seismic analysis of anchored and unanchored tanks, Engineering Structures, 32 (2010) 409-423.
[14] N. Buratti, M. Tavano, Dynamic buckling and seismic fragility of anchored steel tanks by the added mass method, Earthquake Engineering & Structural Dynamics, 43 (2014) 1-21.
[15] M. Ormeño, T. Larkin, N. Chouw, Evaluation of seismic ground motion scaling procedures for linear time-history analysis of liquid storage tanks, Engineering Structures, 102 (2015) 266-277.
[16] R.O. Ruiz, D. Lopez-Garcia, A.A. Taflanidis, An efficient computational procedure for the dynamic analysis of liquid storage tanks, Engineering Structures, 85 (2015) 206-218.
[17] J.I. Colombo, J.L. Almazán, Seismic reliability of continuously supported steel wine storage tanks retrofitted with energy dissipation devices, Engineering Structures, 98 (2015) 201-211.
[18] M.R. Kianoush, J.Z. Chen, Effect of vertical acceleration on response of concrete rectangular liquid storage tanks, Engineering Structures, 28 (2006) 704-715.
[19] R. Livaoglu, T. Cakir, A. Dogangun, M. Aytekin, Effects of backfill on seismic behavior of rectangular tanks, Ocean Engineering, 38 (2011) 1161-1173.
[20] M.R. Kianoush, A.R. Ghaemmaghami, The effect of earthquake frequency content on the seismic behavior of concrete rectangular liquid tanks using the finite element method incorporating soil–structure interaction, Engineering Structures, 33 (2011) 2186-2200.
[21] O.C. Zienkiewicz, R.L. Taylor, The finite element method, Butterworth-heinemann, Linacre House, Jordan Hill, Oxford OX2 8DP, 2000.
[22] M. Moslemi, M.R. Kianoush, Parametric study on dynamic behavior of cylindrical ground-supported tanks, Engineering Structures, 42 (2012) 214-230.
[23] A.K. Chopra, Dynamics of structures, Prentice Hall New Jersey, 1995.
[24] A.S. 650, Welded steel tanks for oil storage. 11th ed., American Petroleum Institute, Washington, D.C., USA., (2008).
[25] ANSYS Release 12.0 Documentation, in, 2009.