Axial compressive performance of ultra-high strength concrete-filled dual steel tubular short columns with outer stiffened tubes and inner circular tubes
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference46 articles.
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3. Overall buckling behaviour of circular concrete-filled dual steel tubular columns with stainless steel external tubes;Hassanein;Thin-Walled Struct.,2017
4. Study on circular CFST stub columns with double inner square steel tubes;Pi;Thin-Walled Struct.,2019
5. Test and analysis of axial compressive behavior of short composite-sectioned high strength concrete filled steek tubular columns;Qian;J. Build. Struct.,2011
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1. Global buckling behaviour and design of square cold-formed concrete-filled dual steel stiffened slender columns;Journal of Constructional Steel Research;2024-07
2. Compressive behaviour and design of tapered lightweight concrete-filled double-skin stiffened steel tubular short columns with large hollow ratio;Structures;2024-06
3. Experimental and numerical investigation of square concrete-filled double-skin steel stiffened tubular stub columns with CHS inner tubes under axial compression;Thin-Walled Structures;2024-06
4. Behaviour of cold-formed concrete-filled dual steel stiffened tubular short columns;Journal of Constructional Steel Research;2024-02
5. Behaviour of ultra-high strength concrete-filled dual-stiffened steel tubular slender columns;Engineering Structures;2024-02
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