A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Die Berechnung zylindrischer, biegungssteifer Schalen unter beliebigem Lastangriff
Theoretical discussion of principles of design of thin-wall chimney shells and similar structures, showing that distribution of normal stresses is curvilinear and depends on way in which load acts; bending moments due to deformation of annular cross sections are great and must be taken into consideration; formulas for chimney rigidly fixed at bottom. (Brief abstracts in French and English.)
Die Berechnung zylindrischer, biegungssteifer Schalen unter beliebigem Lastangriff
Theoretical discussion of principles of design of thin-wall chimney shells and similar structures, showing that distribution of normal stresses is curvilinear and depends on way in which load acts; bending moments due to deformation of annular cross sections are great and must be taken into consideration; formulas for chimney rigidly fixed at bottom. (Brief abstracts in French and English.)
Die Berechnung zylindrischer, biegungssteifer Schalen unter beliebigem Lastangriff
Die Berechnung zylindrischer, biegungssteifer Schalen unter beliebigem Lastangriff
Gruber, E. (author)
1934
10 pages
Article (Journal)
Unknown
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Berechnung von biegebeanspruchten Pfaehlen mit beliebigem Bettungsverlauf
| British Library Online Contents | 1999
| Engineering Index Backfile | 1933