Abstract
This paper presents a numerical study that can predict the in-fire performance of slim floor system, composed of asymmetric steel beam, deep steel decking and in-situ concrete slab. The reliability of the proposed numerical model was verified by comparison with experimental results obtained for 4.2m beam tests. A pilot study was also conducted to examine the effect of the cross sectional modification of the steel section on performance enhancement of the model in fire.
| Original language | English |
|---|---|
| Pages (from-to) | 57-66 |
| Journal | Journal of Stuctural Fire Engineering |
| Volume | 2 |
| Issue number | 1 |
| Publication status | Published - 1 Mar 2011 |
Bibliographical note
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Keywords
- asymmetric beam
- slim floor
- fire safety
- structural stability
- structural modification
- performance based design method