Behaviour of cold-formed concrete-filled dual steel stiffened tubular short columns-Reference-Cited by-同舟云学术

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Behaviour of cold-formed concrete-filled dual steel stiffened tubular short columns

Published:2024-02 Issue: Volume:213 Page:108381
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Zhang Jun-Hua,Shao Yong-Bo,Hassanein M.F.,Cashell K.A.,Hadzima-Nyarko Marijana

Publisher

Elsevier BV

Subject

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

Reference60 articles.

1. An experimental behaviour of concrete-filled steel tubular columns;Zeghiche;J. Constr. Steel Res.,2005

2. Behavior of concrete-filled steel tubular planar intersecting connections under axial compression. Part 1: experimental study;Huang;Eng. Struct.,2010

3. Structural behaviour of recycled aggregate concrete filled steel tube columns strengthened by CFRP;Dong;Eng. Struct.,2013

4. Behavior of square hollow steel tubes and steel tubes filled with concrete;Guo;Thin-Walled Struct.,2007

5. A theoretical axial stress-strain model for circular concrete-filled-steel-tube columns;Lai;Eng. Struct.,2016

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic fragility analysis of prefabricated self-centering frame structure;Journal of Constructional Steel Research;2024-09

2. Global buckling behaviour and design of square cold-formed concrete-filled dual steel stiffened slender columns;Journal of Constructional Steel Research;2024-07

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