A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 (author)
Engineering Structures ; 2 ; 97-102
1980-01-01
6 pages
Article (Journal)
Electronic Resource
English
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