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A platform for research: civil engineering, architecture and urbanism
Stresses in inclined arches of multiple-arch dams
Derivation of analytical formulas for moments, thrusts, and shears in inclined circular arches; all equations were derived by integration through application of theorem of Castigliano; curves of coefficients for obtaining moments, thrusts, and shears due to variable or uniform water load, and to weight of arch, for arches with fixed or hinged ends. (See also - (discussion) n 8 Oct 1932 p 1401-16)
Stresses in inclined arches of multiple-arch dams
Derivation of analytical formulas for moments, thrusts, and shears in inclined circular arches; all equations were derived by integration through application of theorem of Castigliano; curves of coefficients for obtaining moments, thrusts, and shears due to variable or uniform water load, and to weight of arch, for arches with fixed or hinged ends. (See also - (discussion) n 8 Oct 1932 p 1401-16)
Stresses in inclined arches of multiple-arch dams
Am Soc Civ Engrs -- Prov
Goodall, G.E. (author) / Nelidov, I.M. (author)
1932
21 pages
Article (Journal)
English
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