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Analysis of rectangular plate entirely free or unsupported at top, perfectly fixed along sides and bottom, and subjected to transverse hydrostatic loading; analysis based on so-called ordinary theory of bending of thin plates; problem involves finding solution of differential equation which also satisfies specified edge conditions of plate.
Analysis of rectangular plate entirely free or unsupported at top, perfectly fixed along sides and bottom, and subjected to transverse hydrostatic loading; analysis based on so-called ordinary theory of bending of thin plates; problem involves finding solution of differential equation which also satisfies specified edge conditions of plate.
Bending moments in walls of rectangular tanks
Am Soc Civ Engrs -- Proc
Young, D. (author)
1941
14 pages
Article (Journal)
English
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