Ground-supported cylindrical tanks are used to store a variety of liquids. This paper provides the theoretical background taking into account impulsive and convective (sloshing) actions of the fluid in rigid containers fixed to rigid foundations. Seismic responses were calculated by using response spectra of the earthquake in Loma Prieta, California (18.10.1989). Seismic responses: total base shears, bending and overturning moments of fluid for different tank slenderness ratio were analysed for rigid tanks with water filling of height equal to 2 [m]and radius depended on the tank slenderness ratio.
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