Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Inelastic buckling of columns partially restrained against sway and rotation
Abstract A computer program for calculating the buckling load and the buckling shapes of columns restrained at intervals against sway and/or rotation by elastic springs is described, Analysis beyond the elastic limit of the material is performed by introducing the tangential modulus in a procedure like Engesser-Shanley's for simple columns. The programme, which also takes advantage of an algorithm developed by Wittrick and Williams for elastic structures, is particularly suitable for a desk computer because of the very small amount of storage required. Some numerical results are also presented.
Inelastic buckling of columns partially restrained against sway and rotation
Abstract A computer program for calculating the buckling load and the buckling shapes of columns restrained at intervals against sway and/or rotation by elastic springs is described, Analysis beyond the elastic limit of the material is performed by introducing the tangential modulus in a procedure like Engesser-Shanley's for simple columns. The programme, which also takes advantage of an algorithm developed by Wittrick and Williams for elastic structures, is particularly suitable for a desk computer because of the very small amount of storage required. Some numerical results are also presented.
Inelastic buckling of columns partially restrained against sway and rotation
Oliveto, Giuseppe (Autor:in)
Engineering Structures ; 2 ; 97-102
01.01.1980
6 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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