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Design of thin shell roofs based on formal integration of differential equations of equilibrium often results in shapes unsatisfactory from mechanical viewpoint; method of differences proposed permits analysis of more complex shapes which are better suited for stresses involved and physical behavior of materials used; prestressed concrete shell roof of manufacturing plant provides example of application of these structures.
Design of thin shell roofs based on formal integration of differential equations of equilibrium often results in shapes unsatisfactory from mechanical viewpoint; method of differences proposed permits analysis of more complex shapes which are better suited for stresses involved and physical behavior of materials used; prestressed concrete shell roof of manufacturing plant provides example of application of these structures.
Note on self-supporting roofs
Remarques sur les coques autoportantes
Aucouturier, L. (author)
Construction ; 19
1964
4 pages
Article (Journal)
French
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