DOE ''tank-farm'' sites consist of a large number of underground high-
level waste storage tanks (HLWST). Seismic analysis and design of HLWS
Ts requires proper evaluation of fluid-structure interaction and hydro
dynamic pressure. Although simplified guidelines for such tanks are av
ailable, a rigorous analysis invariably necessitates detailed finite e
lement modeling. A systematic step-by-step approach for dynamic analys
is of a HLWST using ADINA fluid elements is presented here. Initially,
an open liquid-filled cylindrical ground-supported tank model is set
up and frequency analysis studies for different tank configurations co
nducted with displacement-based (D-fluid) and potential-based (P-fluid
) elements. The results are compared with the available data. The proc
edure is then extended to analyze the response of the tank to El Centr
o 1940 earthquake ground history and results verified for displacement
s and hydrodynamic pressure. Although ADINA's P-fluid elements give mo
re accurate frequencies and pressure distributions than D-fluid elemen
ts, they cannot be at present used for seismic loading. The D-fluid el
ements are shown to perform adequately for practical problems under co
nsideration.