A unified approach for austenitic and ferritic stainless steel CHS beam-columns subjected to eccentric loading
This paper develops a unified approach for assessing structural behaviour of austenitic and ferritic stainless steel circular hollow section (CHS) beam–columns under eccentric loading. This approach is based on combining a deformation-based method and collapse theory for stainless steel CHS beam–co...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Journal Article |
| Language: | English |
| Published: |
2022
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/160091 |