Analysis of fluid storage tanks including foundation-superstructure interaction

DOI10.1016/0307-904X(93)90072-OzbMath0796.73051WikidataQ128132224 ScholiaQ128132224MaRDI QIDQ1323704

V. Pereyra

Publication date: 1 June 1994

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

zbMATH Keywords

principle of minimum potential energycylindrical tankpower series expansionhalf-spaceisotropic elastic soil mediumplate deflection function

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Soil and rock mechanics (74L10)

Related Items (1)

An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation.

Cites Work

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• Analysis of circular plate - elastic half-space interaction using an energy approach
• A theoretical estimate of the tilt of a surface foundation due to an inclined anchor load applied at the interior of the soil medium
• The analysis of liquid storage tanks on deep elastic foundations

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