Effect of web stiffeners on the lateral distortional buckling of channel section with hollow flanges-Reference-Cited by-同舟云学术

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Effect of web stiffeners on the lateral distortional buckling of channel section with hollow flanges

Published:2022-01 Issue:1 Volume:13 Page:101517
ISSN:2090-4479
Container-title:Ain Shams Engineering Journal
language:en
Short-container-title:Ain Shams Engineering Journal

Author:

Shaat Amr,Matloub Ahmed,Ibrahim Ahmed,Dessouki Abdelrehim

Publisher

Elsevier BV

Subject

General Engineering

Reference25 articles.

1. Behaviour of Hollow Flange Channel Sections under Concentrated Loads;Wilkinson,2006

2. Section Compression Capacity of High Strength Cold-Formed Hollow Flange Channels;Kesawan;J Constr Steel Res,2017

3. Flexural Capacity of Hollow Flange Beams;Avery;J Constr Steel Res,2000

4. Mahendran M, Mahaarachchi D. Lateral Buckling Tests of LiteSteel Beam Sections. Report No. 1. Queensland University of Technology; 2005.

5. Mahendran M, Mahaarachchi D. Section Capacity Tests of LiteSteel Beam Sections. Report No. 2. Queensland University of Technology; 2005.

Cited by 4 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. Experimental and numerical investigations on the bending capacity of cold-formed steel box headers;Scientific Reports;2024-07-10

2. Flexural strength of steel girders with perforated web and tubular compression flange;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2023-06-09

3. Innovative steel I-girder under bending having hollow tubular flanges;Ain Shams Engineering Journal;2023-06

4. Study on the Influence of Stiffeners on the Wind Resistance Performance of Aluminum Panel Curtain Wall;International Journal of Steel Structures;2022-07-02

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