A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Theoretical mathematical analysis of stresses in parallel and meridian sections of spherical domes, by method of influence lines.
Theoretical mathematical analysis of stresses in parallel and meridian sections of spherical domes, by method of influence lines.
Domes resisting flexure
Le cupole resistenti alla fiessione
Belluzzi, O. (author)
1930
21 pages
5 Figs.
Article (Journal)
Italian
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