1. Amabili, M, Paidoussis, M.P, and Lakis, A.A (1998) Vibrations of partially filled cylindrical tanks with ring-stiffeners and flexible bottom.
Journal of Sound and Vibration, Vol. 213, No. 2, pp. 259-299.
2. Chen, W, Haroun, M.A, and Liu, F (1996) Large amplitude liquid sloshing in seismically excited tanks.
Earthquake Engineering &Structural Dynamics, Vol. 25, No. 7, pp. 653-669.
3. Cho, K.H, Kim, M.K, Lim, Y.M, and Cho, S.Y (2004) Seismic response of base-isolated liquid storage tanks considering fluid–structure–soil interaction in time domain.
Soil Dynamics &Earthquake Engineering, Vol. 24, No. 11, pp. 839-852.
4. Haroun, M.A (1983) Vibration studies and tests of liquid storage tanks.
Earthquake Engineering &Structural Dynamics, Vol. 11, No. 2, pp. 179-206.
5. Haroun, M.A, and Ellaithy, H.M (1985) Model for flexible tanks undergoing rocking.
Journal of Engineering Mechanics, Vol. 111, No. 2, pp. 143-157.
6. Housner, G.W (1963) The dynamic behavior of water tanks.
Bulletin of the Seismological Society of America, Vol. 53, No. 2, pp. 381-387.
7. Kim, M.K, Lim, Y.M, Cho, S.Y, and Cho, K.H (2002) Seismic analysis of base-isolated liquid storage tanks.
Journal of the Korean Society of Civil Engineers A, Vol. 22, No. 3A, pp. 587-597.
8. Lin, G, Liu, J, Li, J, and Hu, Z (2015) A scaled boundary finite element approach for sloshing analysis of liquid storage tanks.
Engineering Analysis with Boundary Elements, Vol. 56, pp. 70-80.
9. Livaoğlu, R, and Doğangün, A (2006) Simplified seismic analysis procedures for elevated tanks considering fluid–structure–soil interaction.
Journal of Fluids and Structures, Vol. 22, No. 3, pp. 421-439.
10. Mayne, P.W, Jones Jr, J.S, and Dumas, J.C (1984) Ground response to dynamic compaction.
Journal of Geotechnical Engineering, Vol. 110, No. 6, pp. 757-774.
11. Papaspyrou, S, Karamanos, S.A, and Valougeorgis, D (2004) Response of half–full horizontal cylinders under transverse excitation.
Journal of Fluids and Structures, Vol. 19, No. 7, pp. 985-1003.
12. Shekari, M.R, Khaji, N, and Ahmadi, M.T (2009) A coupled BE–FE study for evaluation of seismically isolated cylindrical liquid storage tanks considering fluid–structure interaction.
Journal of Fluids and Structures, Vol. 25, No. 3, pp. 567-585.
13. Shivakumar, P, and Veletsos, A.S (1995) Dynamic response of rigid tanks with inhomogeneous liquids.
Earthquake Engineering &Structural Dynamics, Vol. 24, No. 7, pp. 991-1015.
14. Siskind, D.E, Stagg, M.S, Kopp, J.W, and Dowding, C.H (1980) Structure response and damage produced by ground vibration from surface mine blasting.
Report of Investigations 8507, NY, US Bureau of Mines.
15. Tang, Y (1994). Mechanical models for tanks containing two liquids. No. ANL/RE/CP-80722;CONF-940752-6. Argonne National Lab, IL (United States).
16. Veletsos, A.S (1974) Seismic effects in flexible liquid storage tanks.
Proceedings of the 5th World Conference on Earthquake Engineering, Vol. 1, pp. 630-639.