Research on mechanical behaviour of tapered concrete-filled double skin steel tubular members with large hollow ratio subjected to bending-Reference-Cited by-同舟云学术

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Research on mechanical behaviour of tapered concrete-filled double skin steel tubular members with large hollow ratio subjected to bending

Published:2021-07 Issue: Volume:182 Page:106689
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Wang Wen-Da,Fan Jia-Hao,Shi Yan-Li,Xian Wei

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference45 articles.

1. Tests on inclined, tapered and STS concrete-filled steel tubular (CFST) stub columns[J];Han;J. Constr. Steel Res.,2010

2. Behaviour of concrete-filled double skin rectangular steel tubular beam–columns[J];Tao;J. Constr. Steel Res.,2006

3. Performance of CFDST stub columns using high-strength steel subjected to axial compression[J];Li;Thin-Walled Struct.,2019

4. Study on the behaviour of concrete-filled square double-skin steel tubular stub columns under axial loading[J];Ding;Structures,2020

5. Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression[J];Liang;Eng. Struct.,2017

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2. Flexural performance of CFDST beams using recycled aggregate concrete;Journal of Constructional Steel Research;2024-10

3. Torsional behavior and design of tapered lightweight CFDSST with large hollow ratio;Journal of Constructional Steel Research;2024-10

4. Circular concrete-filled double-skin steel tubular short columns under axial compression: An improved theoretical model and design;Structures;2024-09

5. Dynamic response analysis of monopile CFDST wind turbine tower system under wind-wave-seismic coupling action;Thin-Walled Structures;2024-09

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