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...
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Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
2022
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Subjects: | |
Online Access: | https://hdl.handle.net/10356/160091 |
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Institution: | Nanyang Technological University |
Language: | English |
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