Collapse Behaviour of Cold-Formed Steel Structure at Elevated Temperatures
| dc.contributor.author | Yong, Pei Ming | |
| dc.contributor.supervisor | Lau Hieng Ho | en_US |
| dc.date.accessioned | 2019-04-09T01:15:52Z | |
| dc.date.available | 2019-04-09T01:15:52Z | |
| dc.date.issued | 2018 | en_US |
| dc.identifier.uri | http://hdl.handle.net/20.500.11937/75245 | |
| dc.description.abstract |
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. | en_US |
| dc.publisher | Curtin University | en_US |
| dc.title | Collapse Behaviour of Cold-Formed Steel Structure at Elevated Temperatures | en_US |
| dc.type | Thesis | en_US |
| dcterms.educationLevel | MPhil | en_US |
| curtin.department | Curtin Malaysia | en_US |
| curtin.accessStatus | Open access | en_US |
| curtin.faculty | Curtin Malaysia | en_US |