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A platform for research: civil engineering, architecture and urbanism
Application of plastic theory to determination of shape of deflected column and of modulus of buckling with consideration of rectangular, circular, annular, I-and T-shaped cross sections; formulas refer to columns of steel, cast iron, wood and concrete; practical applications.
Application of plastic theory to determination of shape of deflected column and of modulus of buckling with consideration of rectangular, circular, annular, I-and T-shaped cross sections; formulas refer to columns of steel, cast iron, wood and concrete; practical applications.
Buckling caused by axial compression
Flambage par compression axiale
Szecsi, A. (author)
1949
8 pages
Diagrams, Charts
Article (Journal)
German
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