Elastic buckling analysis of cold-formed steel built-up sections with discrete fasteners using the compound strip method-Reference-Cited by-同舟云学术

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Elastic buckling analysis of cold-formed steel built-up sections with discrete fasteners using the compound strip method

Published:2018-03 Issue: Volume:124 Page:58-71
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Abbasi M.,Khezri M.,Rasmussen K.J.R.,Schafer B.W.

Funder

Australian Research Council (ARC)

University of Sydney

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference41 articles.

1. Local and overall buckling of cold-formed members;DeWolf;J. Struct. Div.,1974

2. Buckling modes of double-channel cold-formed beams;Ghersi;Thin-Walled Struct.,1994

3. Behavior of cold-formed steel built-up I-sections;Stone;Thin-Walled Struct.,2005

4. Design of cold-formed steel built-up closed sections with intermediate stiffeners;Young;J. Struct. Eng.,2008

5. Buckling capacities of axially loaded, cold-formed, built-up C-channels;Whittle;Thin-Walled Struct.,2009

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1. A non-uniform compound strip method for effective buckling analysis of stiffened structures;Composite Structures;2025-01

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4. A Parametric Study on the Flexural Capacity of Cold-Formed Steel Stacked Built-up Sections;International Journal of Steel Structures;2024-08-30

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