Solutions for Enhancing the Fire Endurance of HSS Columns Filled with High Strength Concrete
| Author(s): |
V. K. R. Kodur
|
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Engineering Journal, March 2006, n. 1, v. 43 |
| Page(s): | 1-8 |
| DOI: | 10.62913/engj.v43i1.871 |
| Abstract: |
Steel-concrete composite columns offer a number of benefits and are often used in multistorey buildings and industrial structures. In this paper the fire performance of high strength concrete-filled steel hollow structural section (HSS) columns is presented for various types of concrete filling. A comparison is made of the fire resistance performance of HSS columns filled with normal strength concrete (NSC) and high strength concrete (HSC). The factors that influence the behaviour of HSC-filled HSS columns, under fire conditions, are discussed and solutions are suggested for enhancing fire resistance of these columns. |
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10782638 - Published on:
17/05/2024 - Last updated on:
17/05/2024
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