Buckling strength of axially loaded cold formed built-up I-sections with and without stiffened web-Reference-Cited by-同舟云学术

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Buckling strength of axially loaded cold formed built-up I-sections with and without stiffened web

Published:2018-12 Issue:4 Volume:9 Page:3151-3167
ISSN:2090-4479
Container-title:Ain Shams Engineering Journal
language:en
Short-container-title:Ain Shams Engineering Journal

Author:

Abu-Hamd Metwally,Abdel-Ghaffar Maheeb M.E.,El-Samman Basel M.

Funder

STDF

Publisher

Elsevier BV

Subject

General Engineering

Reference14 articles.

1. Material properties models for analysis of cold-formed steel members;Abdel-Rahman;ASCE, J Struct Eng,1997

2. Buckling strength of axially loaded cold formed built-up I-sections;Abu-Hamd,2013

3. American Institute of Steel Construction (AISC). Specification for Structural Steel Buildings, Chicago, USA; 2010.

4. American Iron and Steel Institute (AISI). North American specification for the design of cold formed steel structural members. Washington, DC, USA; 2007.

5. Cold-formed steel joist member buckling capacity testing, Technical report;Brueggen,2003

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. Optimization design of high-strength cold-formed web-stiffened lipped channel steel columns under compression;Structures;2024-02

2. Parametric study on cold-formed steel built-up columns using direct strength method;Structures;2022-05

3. Testing and FE simulation of lightweight CFS composite built-up columns: Axial strength and deformation behaviour;Thin-Walled Structures;2021-10

4. Review of Cold-Formed Steel Columns;Lecture Notes in Mechanical Engineering;2021

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