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Equivalent buckling length of non-uniform members

✍ Scribed by John Ch. Ermopoulos

Publisher
Elsevier Science
Year
1997
Tongue
English
Weight
706 KB
Volume
42
Category
Article
ISSN
0143-974X

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✦ Synopsis

The non-linear equilibrium equations of framed non-uniform members under compression are established for non-sway and sway mode. The models considered are similar to those proposed by EC3 Annex E for uniform members. Using an iteration procedure the critical loads and the corresponding equivalent buckling lengths are calculated, while results are presented in tabular and graphical form, to make direct use from practising engineers easy.

πŸ“œ SIMILAR VOLUMES

Buckling length of non-uniform members u
Buckling length of non-uniform members under stepped axial loads
✍ John Ch. Ermopoulos πŸ“‚ Article πŸ“… 1999 πŸ› Elsevier Science 🌐 English βš– 252 KB

In this paper an axially compressed non-uniform column connected with beams at its two ends is studied. The stepped axial loads act eccentrically on the column at intermediate points. The non-linear equilibrium equations of this model are established in the case of non-sway and sway mode, respective