The comparison of DYNA3D to approximate solutions for a partially- full waste storage tank subjected to seismic loading
Description:
Mathematical solutions to the problem consisting of a partially-full waste tank subjected to seismic loading, embedded in soil, is classically difficult in that one has to address: soil-structure interaction, fluid-structure interaction, non-linear behavior of material, dynamic effects. Separating the problem and applying numerous assumptions will yield approximate solutions. This paper explores methods for generating these solutions accurately.
Date:
September 30, 1992
Creator:
Zaslawsky, M. & Kennedy, W. N.
Item Type:
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Partner:
UNT Libraries Government Documents Department