Research on bias stress characteristics and influencing factors of concrete stacked columns with thin-walled steel tubes restrained by spiral ribs
This study introduces an innovative spiral stiffener to mitigate the local buckling issue of thin-walled steel tubular concrete. In response to diverse restraint forms, 5 distinct specimen types were designed to probe the eccentric compression test. behavior & failure modes of the composite memb...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Taylor & Francis Group
2025-02-01
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| Series: | Journal of Asian Architecture and Building Engineering |
| Subjects: | |
| Online Access: | http://dx.doi.org/10.1080/13467581.2025.2457384 |
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