Analysis of moderately thick restrained circular plates resting on an isotropic elastic half space
DOI10.1016/0307-904X(90)90088-MzbMath0708.73099OpenAlexW1969097243WikidataQ126399978 ScholiaQ126399978MaRDI QIDQ920694
Publication date: 1990
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0307-904x(90)90088-m
shear forcepower seriestransverse shear deformationbending momentsradial coordinateCircular raft foundations for cylindrical structuresplate-foundation interactionrestrained circular plateset of undetermined parametersstationary property of the mixed-variational functionaltransverse plate deflection
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Cites Work
- A cylindrical tank-foundation-halfspace interaction using an energy approach
- Analysis of circular plate - elastic half-space interaction using an energy approach
- The contact problem of a plate on an elastic foundation
- On the estimation of the deformability characteristics of an isotropic elastic soil medium by means of a vane test
- The analysis of liquid storage tanks on deep elastic foundations
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