Flexural buckling behaviour and resistances of circular high strength concrete-filled stainless steel tube columns

The flexural buckling behaviour and resistances of circular high strength concrete-filled stainless steel tube (HCFSST) columns were examined based on experiments and numerical modelling, and reported in the present paper. The experimental programme was conducted on 12 circular HCFSST columns with v...

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Main Authors: He, An, Liang, Yating, Zhao, Ou
其他作者: School of Civil and Environmental Engineering
格式: Article
語言:English
出版: 2022
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在線閱讀:https://hdl.handle.net/10356/154758
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機構: Nanyang Technological University
語言: English