A platform for research: civil engineering, architecture and urbanism
Method of determining secondary stresses in cylindrical shell roofs
Summary of work of previous investigators; stress distribution theory developed by F.DISCHINGER utilized as means of determining constants of integration in H.SCHORER'S method of analysis; "beam" method described entails less work than other methods and uses slide rule for most calculations; example applied to roof design. (see also - discussion in supp to n 8, 1949-50, Oct 1950 p 344-53)
Method of determining secondary stresses in cylindrical shell roofs
Summary of work of previous investigators; stress distribution theory developed by F.DISCHINGER utilized as means of determining constants of integration in H.SCHORER'S method of analysis; "beam" method described entails less work than other methods and uses slide rule for most calculations; example applied to roof design. (see also - discussion in supp to n 8, 1949-50, Oct 1950 p 344-53)
Method of determining secondary stresses in cylindrical shell roofs
Instn Civ Engrs -- J
Marshall, W.T. (author)
1949
15 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
The design of cylindrical shell roofs
UB Braunschweig | 1961
|Design calculations for cylindrical shell roofs
Engineering Index Backfile | 1953
|The design of cylindrical shell roofs
TIBKAT | 1961
|Simplified design of cylindrical shell roofs
Engineering Index Backfile | 1963
|Analysis of prestressed cylindrical shell roofs
Engineering Index Backfile | 1963
|