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For shells generated by translating of arbitrary profile along arc of finite rise and large chord, as compared with dimensions of profile, elastic theory is developed on three-dimensional basis by method of parametric expansions; study pertains to design of concrete shell roofs built in form of series of equal thin-walled arches. (22976)
For shells generated by translating of arbitrary profile along arc of finite rise and large chord, as compared with dimensions of profile, elastic theory is developed on three-dimensional basis by method of parametric expansions; study pertains to design of concrete shell roofs built in form of series of equal thin-walled arches. (22976)
Quasi-cylindrical translation shells
Meccanica
Cicala, P. (author)
Meccanica ; 3
1968
4 pages
Article (Journal)
English
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