Performance of steel-reinforced concrete-filled square steel tubular members under sustained axial compression loading
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference35 articles.
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2. Effect of concrete confinement level on load-bearing capacity of steel-reinforced concrete (SRC) columns under eccentric loading: Experiment and FEA model;Naghipour;Struct,2022
3. Axial compressive performance of steel reinforced fibrous concrete composite stub columns: Experimental and theoretical study;Memarzadeh;Struct,2021
4. Effect of axial loading conditions and confinement type on concrete-steel composite behavior;Nematzadeh;Comput Concr,2020
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3. Experimental investigation on residual capacity of steel-reinforced concrete-filled thin-walled steel tubular columns subjected to combined loading and temperature;Thin-Walled Structures;2024-04
4. Axial compression behavior of square section concrete-filled steel tubes reinforced with internal latticed steel angles;Journal of Constructional Steel Research;2024-02
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