Fire resistance of high strength concrete columns under axial restraint
This study aims to study the structural behavior of axially-restrained high strength concrete (HSC) columns under fire. To achieve this, a material model for HSC under high temperature is developed. The model includes transient strain in an explicit way, and is an extension of Kodur’s work. An exist...
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| Format: | Thesis |
| Language: | English |
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2008
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| Online Access: | https://hdl.handle.net/10356/13102 |