Buckling length of a steel column for fire design
✍ Scribed by Fernando C.T. Gomes; Paulo M. Providência e Costa; João Paulo C. Rodrigues; Ildefonso C. Neves
- Book ID
- 108124263
- Publisher
- Elsevier Science
- Year
- 2007
- Tongue
- English
- Weight
- 881 KB
- Volume
- 29
- Category
- Article
- ISSN
- 0141-0296
No coin nor oath required. For personal study only.
📜 SIMILAR VOLUMES
This paper describes the behaviour of restrained steel columns in fire. It follows the introduction of extra load into the column through the axial restraint of the surrounding cooler structure and the consequential buckling. Key to this understanding is the post-failure behaviour and re-stabilisati
The structural behavior of stub columns using fire-resistant steel has been investigated experimentally under uniform fire load. The newly-developed fire-resistant steel is proven to have higher strength at elevated temperature than that of conventional steel. Also, the requirement of fireprotection