Design for distortional buckling of flexural members-Reference-Cited by-同舟云学术

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Design for distortional buckling of flexural members

Published:1997-01 Issue:1 Volume:27 Page:3-12
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Hancock G.J.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Distortional buckling of steel storage rack columns;Hancock;J. Struct. Engng ASCE,1985

2. Distortional buckling tests of cold-formed channel sections;Lau,1988

3. Strength tests and design methods for cold-formed channel columns undergoing distortional buckling;Lau,1988

4. Inelastic buckling of channel columns in the distortional mode;Lau;Thin-Walled Structures,1990

5. Design of channels against distortional buckling;Kwon,1992

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1. Energy-based equations for distortional buckling of Zed and rack section columns;Thin-Walled Structures;2024-09

2. Design recommendation of cold-formed steel built-up sections under concentric and eccentric compression;Journal of Constructional Steel Research;2024-01

3. Elastic critical local buckling load and behavior of local buckling for cold‐formed lipped channel steel member under compression;JAPAN ARCHITECTURAL REVIEW;2024-01

4. Recent development of building codes and design standards for cold-formed steel structures;Recent Trends in Cold-Formed Steel Construction;2024

5. Analytical method for distortional buckling load of cold-formed steel members with perforated web under bending moment;Structures;2023-11

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