Performance of eccentrically loaded ultra-high-strength concrete-filled Q770 steel tubular columns with varying slenderness ratios: Experimental and numerical investigations
Author:
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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1. Experimental behavior of axially loaded circular high-strength concrete-filled high-strength steel tubular stub columns after exposure to fire;Thin-Walled Structures;2024-10
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