Global buckling and residual capacities of circular recycled aggregate concrete-filled stainless steel tube (RACFSST) columns after exposure to fire
The post-fire flexural buckling behaviour and capacities of circular recycled aggregate concrete-filled stainless steel tube (RACFSST) columns are studied in this paper, underpinned by testing and numerical modelling. A testing programme was firstly conducted on twelve column specimens designed with...
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| Main Authors: | , , , |
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| 格式: | Article |
| 語言: | English |
| 出版: |
2025
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| 在線閱讀: | https://hdl.handle.net/10356/182496 |
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