Performance of eccentrically loaded ultra-high-strength concrete-filled Q770 steel tubular columns with varying slenderness ratios: Experimental and numerical investigations

Author:

Li Guochang,Zhang Qi,Fang Chen

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Concrete Filled Steel Tubular Structures-Theory and Practice;Han,2016

2. Concrete-Filled Steel Tubular Arch Bridges;Chen,2023

3. Square concrete filled steel tubular (CFST) members under loading and chloride corrosion: experiments;Han;J. Constr. Steel Res.,2012

4. Response of foam-and concrete-filled square steel tubes under low-velocity impact loading;Remennikov;J. Perform. Constr. Facil.,2011

5. Experimental and numerical behaviour of eccentrically loaded high strength concrete filled high strength square steel tube stub columns;Li;Thin-Walled Struct.,2018

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