Stability bearing capacity of equal-leg angle steel columns with end connection joints-Reference-Cited by-同舟云学术

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Stability bearing capacity of equal-leg angle steel columns with end connection joints

Published:2024-05 Issue: Volume:216 Page:108606
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Zhang Yi,Liu Hongjun,Yang Hailong,Huang Xing,Zhu Liang,Guo Ying

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference32 articles.

1. Experimental response of hot-rolled stainless steel angle columns;Filipović;Thin-Walled Struct.,2021

2. Experimental study of laser-welded stainless steel angle columns;Filipović;Thin-Walled Struct.,2021

3. Design of cold-formed steel unequal angle com- pression members;Young;Thin-Walled Struct.,2007

4. Laboratory testing and numerical mod- elling of pin-ended hot-rolled stainless steel angle section columns failing by flexural-torsional buckling;Zhang;Thin-Walled Struct.,2021

5. Design procedures for cold-formed stainless steel equal-leg angle columns;Dobrić;Thin-Walled Struct.,2021

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1. Experimental and simulation analysis of mechanical property degradation of corrosion thinning of Q355 steel for transmission towers;Anti-Corrosion Methods and Materials;2024-07-09

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