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A platform for research: civil engineering, architecture and urbanism
Sul contributo alla resistenza per taglio e torsione nelle dighe ad arco
Shearing and torsional strength of arch dams; method of calculation is based on equilibrium and congruence equations for curved plates with respect to discrete number of cantilever supports; solutions take into account radial and tangential displacements and also rotation about radial axis; method is particularly fit for model test of asymmetric arch dams. (08001)
Sul contributo alla resistenza per taglio e torsione nelle dighe ad arco
Shearing and torsional strength of arch dams; method of calculation is based on equilibrium and congruence equations for curved plates with respect to discrete number of cantilever supports; solutions take into account radial and tangential displacements and also rotation about radial axis; method is particularly fit for model test of asymmetric arch dams. (08001)
Sul contributo alla resistenza per taglio e torsione nelle dighe ad arco
Sul contributo alla resistenza per taglio e torsione nelle dighe ad arco
Crespellani, T. (author)
Energia Elettrica ; 45
1968
20 pages
Article (Journal)
Italian
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