Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The generalized Euler equation (involving the tangent modulus) is used as a basis for column strength analysis. The influence of the shape of the stress-strain diagram is shown by nondimensional column curves and an envelope formula is derived. The effects of initial eccentricity are investigated by interaction curves for combined bending and compression. Correction of test data, end fixity effects, and optimum design of columns are discussed briefly.
The generalized Euler equation (involving the tangent modulus) is used as a basis for column strength analysis. The influence of the shape of the stress-strain diagram is shown by nondimensional column curves and an envelope formula is derived. The effects of initial eccentricity are investigated by interaction curves for combined bending and compression. Correction of test data, end fixity effects, and optimum design of columns are discussed briefly.
Applied Column Theory
Shanley, F. R. (Autor:in)
Transactions of the American Society of Civil Engineers ; 115 ; 698-727
01.01.2021
301950-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
| Engineering Index Backfile | 1949
| Engineering Index Backfile | 1950
- Composite Column Structures Applied to Beam to Column Structures
| Europäisches Patentamt | 2023