Performance analysis and bearing capacity calculation on circular concrete-filled double steel tubular stub columns under axial compression
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference35 articles.
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4. Behavior of concrete-filled steel tubular planar intersecting connections under axial compression, Part 1: Experimental study;Huang;Eng Struct,2010
5. Mechanical behavior of steel-reinforced concrete-filled steel tubular (SRCFST) columns under uniaxial compressive loading;Cai;Thin-Walled Struct,2015
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3. Flexural performance of circular concrete‐filled double steel tubular members: Testing, modeling, and strength predictions;Structural Concrete;2022-12-12
4. Test on Compressive Performance of Concrete Filled Circular Steel Tube Connected by Thread through Inner Lining Tube;Materials;2022-12-02
5. Strength of Composite Columns Consists of Welded Double CF Sigma-Sections Filled with Concrete—An Experimental Study;Designs;2022-09-21
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