Fiber-based model for rectangular/square concrete-filled steel tubular columns under arbitrary end moment ratios considering member imperfection
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference31 articles.
1. Unified theoretical model for axially loaded concrete-filled steel tube stub columns with different cross-sectional shapes;Lin;J Struct Eng,2021
2. Equivalent stress-strain models of components in high-strength concrete-filled circular steel tube columns;Hu;J Constr Steel Res,2024
3. Compressive behaviour of circular CFDST short columns with high- and ultrahigh-strength concrete;Yan;Thin-Walled Struct,2021
4. Behaviour and confinement mechanism of circular concrete-filled aluminum alloy tubular stub columns under axial compression;Yan;Mar Struct,2024
5. Behavior of eccentrically loaded circular concrete-filled steel tube stub columns with localized corrosion;Lin;Eng Struct,2023
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