An improved CSM-based design method for H-section aluminium slender columns under eccentric compression

Author:

Li Pengcheng,Chen Guohan,Ding Hao,Huang Yunchang,Zhang Tianhao,Xiong Gang,Jian Bin

Funder

Chongqing Construction Science and Technology Plan Project

Publisher

Elsevier BV

Reference33 articles.

1. Shape optimization and buckling analysis of novel two-way aluminium alloy latticed shells;Wang;J Build Eng,2021

2. YW. Experimental investigation and parametric analysis on overall buckling behavior of large-section aluminium alloy columns under axial compression;Wang;Thin-Walled Struct,2018

3. Reliability assessment of aluminium alloy columns subjected to axial and eccentric loadings.;Zhao;Struct Saf,2018

4. Study of buckling behavior for 7A04-T6 aluminium alloy rectangular hollow columns;Hu;Thin-Walled Struct,2021

5. Buckling behaviors and ultimate strengths of 6082-T6 aluminium alloy columns under eccentric compression - Part I: Experiments and finite element modeling;Zhao;Thin-Walled Struct,2019

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