Global buckling behaviour and design of square cold-formed concrete-filled dual steel stiffened slender columns-Reference-Cited by-同舟云学术

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Global buckling behaviour and design of square cold-formed concrete-filled dual steel stiffened slender columns

Published:2024-07 Issue: Volume:218 Page:108706
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Hassanein M.F.,Shao Yong-Bo,Zhang Jun-Hua,Cashell K.A.,Elsisy A.R.

Publisher

Elsevier BV

Reference54 articles.

1. Slender double-tube ultra-high strength concrete-filled tubular columns under ambient temperature and fire;Romero;Eng. Struct.,2015

2. Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads;Albero;J. Constr. Steel Res.,2021

3. Numerical study on axial loaded ultra-high strength concrete-filled dual steel columns;Pons;Steel Compos. Struct.,2018

4. Nonlinear analysis and design of concrete-filled dual steel tubular columns under axial loading;Wan;Steel Compos. Struct.,2016

5. Study on concrete-filled stainless steel-carbon steel tubular (CFSCT) stub columns under compression;Chang;Thin-Walled Struct.,2013

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