Test results on concrete-filled steel tubular stub columns with inner or outer welded longitudinal stiffeners under axial compression are presented in this paper. The research was mainly focused on square hollow section (SHS) columns; two rectangular hollow section (RHS) columns were also tested. A
โฆ LIBER โฆ
Simplified design of concrete-filled hollow structural steel columns for fire endurance
โ Scribed by V.K.R Kodur; D.H MacKinnon
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 84 KB
- Volume
- 46
- Category
- Article
- ISSN
- 0143-974X
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This paper is concerned with the fire resistant design of centrally loaded unprotected concrete-filled steel tubular columns using Eurocode 4 Part 1.2. It addresses three issues: the column buckling curve to be used for elevated temperature design, the implementation of the calculation method in Eur