Collapse Behaviour of Cold-Formed Steel Structure at Elevated Temperatures
This thesis describes a full-scale fire test and finite-element (FE) modelling carried out on a cold-formed steel structure. The structure was collapsed with an inwards asymmetrical collapse mechanism. The FE model was validated against the full-scale fire test results where the comparison shows tha...
| Main Author: | |
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| Format: | Thesis |
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Curtin University
2018
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| Online Access: | http://hdl.handle.net/20.500.11937/75245 |
| _version_ | 1848763444014088192 |
|---|---|
| author | Yong, Pei Ming |
| author_facet | Yong, Pei Ming |
| author_sort | Yong, Pei Ming |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | This thesis describes a full-scale fire test and finite-element (FE) modelling carried out on a cold-formed steel structure. The structure was collapsed with an inwards asymmetrical collapse mechanism. The FE model was validated against the full-scale fire test results where the comparison shows that the FE results were in good correlation with the full-scale fire test results. The results presented in this thesis can contribute to practical design guidance for fire safety engineering. |
| first_indexed | 2025-11-14T11:03:33Z |
| format | Thesis |
| id | curtin-20.500.11937-75245 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T11:03:33Z |
| publishDate | 2018 |
| publisher | Curtin University |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-752452019-04-09T01:15:52Z Collapse Behaviour of Cold-Formed Steel Structure at Elevated Temperatures Yong, Pei Ming This thesis describes a full-scale fire test and finite-element (FE) modelling carried out on a cold-formed steel structure. The structure was collapsed with an inwards asymmetrical collapse mechanism. The FE model was validated against the full-scale fire test results where the comparison shows that the FE results were in good correlation with the full-scale fire test results. The results presented in this thesis can contribute to practical design guidance for fire safety engineering. 2018 Thesis http://hdl.handle.net/20.500.11937/75245 Curtin University fulltext |
| spellingShingle | Yong, Pei Ming Collapse Behaviour of Cold-Formed Steel Structure at Elevated Temperatures |
| title | Collapse Behaviour of Cold-Formed Steel Structure at Elevated Temperatures |
| title_full | Collapse Behaviour of Cold-Formed Steel Structure at Elevated Temperatures |
| title_fullStr | Collapse Behaviour of Cold-Formed Steel Structure at Elevated Temperatures |
| title_full_unstemmed | Collapse Behaviour of Cold-Formed Steel Structure at Elevated Temperatures |
| title_short | Collapse Behaviour of Cold-Formed Steel Structure at Elevated Temperatures |
| title_sort | collapse behaviour of cold-formed steel structure at elevated temperatures |
| url | http://hdl.handle.net/20.500.11937/75245 |