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A platform for research: civil engineering, architecture and urbanism
Wind stresses in domes
Bending stresses due to antisymmetrical wind pressures in hemispherical dome elastically built-in into cylinder are determined by means of Geckeler approach extended to nonsymmetrical loads; methods used in solution of present problem are easily extended to spherical sector shells stiffened by rings at boundary and to other types of nonsymmetrical loads.
Wind stresses in domes
Bending stresses due to antisymmetrical wind pressures in hemispherical dome elastically built-in into cylinder are determined by means of Geckeler approach extended to nonsymmetrical loads; methods used in solution of present problem are easily extended to spherical sector shells stiffened by rings at boundary and to other types of nonsymmetrical loads.
Wind stresses in domes
ASCE -- Proc (J Eng Mechanics Div)
Gondikas, P. (author) / Salvadori, M.G. (author)
1960
17 pages
Article (Journal)
English
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| ASCE | 2021
Closure to “Wind Stresses in Domes”
| ASCE | 2021
Discussion of “Wind Stresses in Domes”
| ASCE | 2021
| Engineering Index Backfile | 1948
Domes with equal normal stresses
| Engineering Index Backfile | 1927