| Download | - View final version: Assessment of the fire resistance of steel hollow structural section columns filled with plain concrete (PDF, 413 KiB)
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| DOI | Resolve DOI: https://doi.org/10.4224/20359246 |
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| Author | Search for: Lie, T. T.1; Search for: Stringer, D. C. |
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| Affiliation | - National Research Council of Canada
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| Format | Text, Technical Report |
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| Physical description | 12 p. |
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| Subject | fire; fire resistance; cement and concrete; Concrete columns |
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| Abstract | Experimental studies were conducted to determine the fire resistance of circular and square hollow structural section columns filled with plain concrete. Mathematical models were developed and used to investigate the influence of important parameters that determine the fire resistance of these columns. The experimental and parametric studies provide information for the development of formulas for the calculation of the fire resistance of circular and square concentrically loaded columns filled with plain carbonate or siliceous aggregate concrete. Such formulas are suitable for incorporation in building codes. |
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| Publication date | 1993-05 |
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| Publisher | National Research Council of Canada |
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| Series | |
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| Language | English |
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| Peer reviewed | No |
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| NRC number | NRC-IRC-4623 |
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| NPARC number | 20359246 |
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| Export citation | Export as RIS |
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| Report a correction | Report a correction (opens in a new tab) |
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| Record identifier | 2ceb3947-4e21-4765-8430-b9e92c366e35 |
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| Record created | 2012-07-20 |
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| Record modified | 2022-12-22 |
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