[1] Westergaard, H.M., Water pressures on dams during earthquakes. Trans Am Soc Civil Eng 98:2 (1933), 418–433.
[2] Chopra, A., Hydrodynamic pressures on dams during earthquakes. J Eng Mech Div 93 (1967), 205–223.
[3] Rashed, A.A., Iwan, W.D., Dynamic analysis of short-length gravity dams. J Eng Mech 111:8 (1985), 1067–1083, 10.1061/(asce)0733-9399(1985)111:8(1067).
[4] Graham, E., Rodriguez, A., The characteristics of fuel motion which affect airplane dynamics. J Appl Mech 19 (1952), 381–388.
[5] Wendel K. Hydrodynamic masses and hydrodynamic moments of inertia. Tech. rep., David and Taylor Model Basin Translation 260, Washington; 1956.
[6] Housner, G., Dynamic pressures on accelerated fluid containers. Bull Seismol Soc Am 47 (1957), 15–37.
[7] Epstein, H., Seismic design of liquid storage tanks. J Struct Div 102 (1976), 1659–1673.
[8] Abramson H. The dynamic behavior of liquids in moving containers. Tech. rep., National Aeronautics and Space Administration, Washington; 1966.
[9] Harnoun, M., Stress analysis of rectangular walls under seismically induced hydrodynamic loads. Bull Seismol Soc Am 74 (1984), 1031–1041.
[10] Ibrahim, R.A., Dynamics of liquid sloshing impact. Liquid sloshing dynamics, 2005, Cambridge University Press, 405–478, 10.1017/cbo9780511536656.009.
[11] Kim, J.K., Koh, H.M., Kwahk, I.J., Dynamic response of rectangular flexible fluid containers. J Eng Mech 122:9 (1996), 807–817, 10.1061/(asce)0733-9399(1996)122:9(807).
[12] Chen, J., Ghaemmaghami, A., Kianoush, M., Dynamic analysis of concrete rectangular liquid storage tanks. Proceeding of the 14th world conference on earthquake engineering, Beijing, China, 2008.
[13] Meskouris, K., Holtschoppen, B., Butenweg, C., Rosin, J., Seismic analysis of liquid storage tanks. Proceedings of the 2nd international workshop on active tectonics, earthquake geology, archeology and engineering, Corinth, 2011.
[14] Chen, J.Z., Kianoush, M.R., Seismic response of concrete rectangular tanks for liquid containing structures. Can J Civil Eng 32:4 (2005), 739–752, 10.1139/l05-023.
[15] Kianoush, M.R., Mirzabozorg, H., Ghaemian, M., Dynamic analysis of rectangular liquid containers in three-dimensional space. Can J Civil Eng 33:5 (2006), 501–507, 10.1139/l05-120.
[16] Ghaemmaghami, A.R., Kianoush, M.R., Effect of wall flexibility on dynamic response of concrete rectangular liquid storage tanks under horizontal and vertical ground motions. J Struct Eng 136:4 (2010), 441–451, 10.1061/(asce)st.1943-541x.0000123.
[17] Mitra, S., Sinhamahapatra, K., 2D simulation of fluid–structure interaction using finite element method. Finite Elem Anal Des 45:1 (2008), 52–59, 10.1016/j.finel.2008.07.006.
[18] Buldgen, L., Rigo, P., Sourne, H.L., A simplified analytical method to evaluate the seismic pressure on plane lock gates. Eng Struct 100 (2015), 522–534, 10.1016/j.engstruct.2015.06.030.
[19] Forsyth, G., Porteous, A., The design and construction of seismically qualified steel caissons at Rosyth royal dockyard. Struct Eng 78 (2000), 24–31.
[20] Incom-WG151. Design of lock gates under seismic actions. Tech. rep., The International Association for Waterborne Transport – PIANC; 2016.
[21] Eurocode8. Design of structures for earthquake resistance – Part 4: Silos, tanks and pipelines – prEN 1998-1; 2004.
[22] Ziegler, F., Mechanics of solids and fluids. 2nd ed., 1995, Springer-Verlag, New York.
[23] Buldgen, L., Simplified analytical methods for the crashworthiness and seismic design of lock gates. (Ph.D. thesis), 2014, University of Liege, Liege, Belgium.