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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Bibliographic Details
Main Authors: He, An, Liang, Yating, Zhao, Ou
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2022
Subjects:
Online Access:https://hdl.handle.net/10356/154758
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Institution: Nanyang Technological University
Language: English

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