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 effect of axial restraint on the fire resistance of steel columns
โ Scribed by Faris A Ali; Paul Shepherd; Michael Randall; Ian W Simms; David J O'Connor; Ian Burgess
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 113 KB
- Volume
- 46
- Category
- Article
- ISSN
- 0143-974X
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
This paper presents results from a series of parametric studies to quantify the effects of frame continuity on the behaviour of steel columns under fire conditions. These studies were carried out using a finite element analysis computer program developed at the Building Research Establishment as par
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