Cyclic behaviour and design of cold-formed round-ended concrete-filled steel tube columns-Reference-Cited by-同舟云学术

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Cyclic behaviour and design of cold-formed round-ended concrete-filled steel tube columns

Published:2022-03 Issue: Volume:190 Page:107089
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Shen Qihan,Wang Fengqin,Wang Jingfeng,Ma Xianfeng

Funder

National Natural Science Foundation of China

Anhui Provincial Natural Science Foundation

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

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

Reference58 articles.

1. Size effect of axial-loaded concrete-filled steel tubular columns with different confinement coefficients;Jin;Eng. Struct.,2019

2. Strength, stiffness and ductility of concrete-filled steel columns under axial compression;Wang;Eng. Struct.,2017

3. Performance and design of partially CFRP-jacketed circular CFT column under eccentric compression;Shen;J. Constr. Steel Res.,2020

4. Axial compressive performance of circular CFST columns partially wrapped by carbon FRP;Shen;J. Constr. Steel Res.,2019

5. Seismic behaviour of novel concrete-filled composite plate shear walls with boundary columns;Yan;J. Constr. Steel Res.,2021

Cited by 13 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. Axial partial compressive behavior of round-ended concrete-filled steel tubular columns;Journal of Constructional Steel Research;2024-09

2. Cyclic behaviour of circular CFT-SG columns under axial tension-compression: Novel FE modelling and design methods;Structures;2024-04

3. Flexural performance of round-ended concrete-filled steel tubular specimens;Journal of Constructional Steel Research;2024-04

4. Experimental study on the seismic performance of concrete-filled steel tube columns with a multiple-chamber round-ended cross-section;Frontiers in Materials;2024-02-22

5. Performance of round-ended CFST columns under combined actions of eccentric compression and impact loads;Engineering Structures;2024-02

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