Axial compressive behavior of stiffened and multi-cell cross-shaped CFST stub columns-Reference-Cited by-同舟云学术

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Axial compressive behavior of stiffened and multi-cell cross-shaped CFST stub columns

Published:2024-02 Issue: Volume:213 Page:108399
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Zheng Yongqian,Lin Yihao,Ma Shuangshuang

Funder

National Natural Science Foundation of China

Natural Science Foundation of Fujian Province

Publisher

Elsevier BV

Subject

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

Reference56 articles.

1. Design of L-shaped and T-shaped concrete-filled steel tubular stub columns under axial compression;Zheng;Eng. Struct.,2020

2. Experimental and theoretical study on concrete-filled T-shaped steel tubular columns under uniaxial eccentric compression;Lei;Eng. Struct.,2022

3. Behavior of concrete-filled T-shaped steel tubular beam-columns under biaxial compressive loads;Lei;Eng. Struct.,2023

4. State-of-the-art of concrete-filled specially shaped steel tubes;Lei;Struct. Eng.,2013

5. Experimental study on seismic behaviour of concrete-filled steel T-section and L-section columns;Wang;J. Build. Struct.,2005

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. A non-uniform compound strip method for effective buckling analysis of stiffened structures;Composite Structures;2025-01

2. Flexural behavior and design of stiffened and multi-cell cross-shaped CFST members;Journal of Constructional Steel Research;2024-09

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