This paper presents the effect of change in wall thickness of the steel tube (t), strength of in-filled concrete (f cu ), cross-sectional area of the steel tube (A) and length of the tube (L) on ultimate axial load and axial shortening at ultimate point of rectangular concrete-filled steel tubes (CF
Axial capacity of circular concrete-filled tube columns
β Scribed by Georgios Giakoumelis; Dennis Lam
- Publisher
- Elsevier Science
- Year
- 2004
- Tongue
- English
- Weight
- 339 KB
- Volume
- 60
- Category
- Article
- ISSN
- 0143-974X
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