A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Development of differential equation for deflection of columns; even very small deviations from straight axis cause decrease in loading capacity up to 28%; safety factor for different columns.
Development of differential equation for deflection of columns; even very small deviations from straight axis cause decrease in loading capacity up to 28%; safety factor for different columns.
Buckling loads of steel concrete columns with varying cross section, additional transverse loading or originally slightly curved axis
Die Knicklasten von Stahlbetonsaeulen mit veranderlichem Querschnitt, etc
Habel, A. (author)
Bauingenieur ; 24
1949
6 pages
Charts, Tables
Article (Journal)
German
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