Local–global buckling interaction procedures for the design of cold-formed columns: Effective width and direct method integrated approach-Reference-Cited by-同舟云学术

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Local–global buckling interaction procedures for the design of cold-formed columns: Effective width and direct method integrated approach

Published:2009-11 Issue:11 Volume:47 Page:1218-1231
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Batista Eduardo de Miranda

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. The strength of thin plates in compression;von Kármán;Trans ASME,1932

2. Strength of thin-walled compression flanges;Winter;Trans ASME,1947

3. EN 1993-1-5, Eurocode 3-Design of steel structures-Part 1-5: Plated structural elements, 2005.

4. DNV-RP-C201. Buckling strength of plated structures, Recommended practice. Det Norske Veritas, 2002.

5. AISI S100-2007. North American specification for the design of cold-formed steel members. American Iron and Steel Institute, 2007.

Cited by 28 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. Interactive buckling behaviour of Q420–Q960 steel welded thin-walled H-section long column;Thin-Walled Structures;2024-10

2. Post-buckling behavior and DSM design of cold-formed steel lipped channel columns experiencing local-distortional-global interaction;Structures;2024-09

3. Optimization of Cold-Formed Thin-Walled Cross-Sections in Portal Frames;Buildings;2024-08-20

4. Interactive buckling behaviour of Q420-Q960 steel welded thin-walled box section long column under axial compression;Journal of Constructional Steel Research;2024-08

5. Buckling analyses of cold-formed steel lipped channel members under minor-axis eccentric load;Journal of Constructional Steel Research;2023-12

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