An efficient procedure has been presented for dynamic response analysis of
horizontal tube array in partially filled calandria including hydrodynamic
interaction effects (S.P. Joshi, A. Goyal, Dynamic response analysis of tub
e array in partially filled calandria, Earthquake Eng. Struct. Dyn. 28 (199
9) 287-309). The procedure is general enough to consider transfer of energy
between the fluid-coupled tubes and effects of moderator sloshing on the m
agnitude and the distribution of hydrodynamic forces. It can also simulate
the added damping effects due to hydrodynamic interaction. In this paper, t
he procedure, originally developed for translational excitations of the cal
andria vault, is extended to include the rotational excitations of the vaul
t. The procedure uses semi-analytical approach for the evaluation of hydrod
ynamic terms that leads to considerable economy in the computation. (C) 200
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