Load-carrying capacity of cold-formed beams subjected to overall lateral-torsional buckling and local plate buckling-Reference-Cited by-同舟云学术

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Load-carrying capacity of cold-formed beams subjected to overall lateral-torsional buckling and local plate buckling

Published:1994-01 Issue:2-3 Volume:31 Page:267-287
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Lindner Joachim,Aschinger Rainer

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Zur Traglast von Biegeträgern, ie durch gleich-zeitiges Auftreten von örtlichem Beulen und Biegedrillknicken versagen;Lindner;Stahlbau,1992

2. Design rules for thin-walled structures due to DIN 18 800 Part 2;Lindner,1987

3. Lateral buckling of light gauge steel beams;Lovell,1985

4. DIN 18 800 Teil 1;Stahlbauten: Bemessung und Konstruktion,1990

5. DIN 18 800 Teil 2;Stahlbauten: Stabilitätsfälle, Knicken von Stäben und Stabwerken,1990

Cited by 10 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. Direct Strength Design of Cold-Formed Steel Members Using Constrained Spline Finite Strip Method;International Journal of Steel Structures;2019-05-20

2. The effects of residual stresses and strains on lateral-torsional buckling behavior of cold-formed steel channel and built-up I-sections beams;International Journal of Structural Integrity;2019-04-08

3. Local-distortional buckling interaction on cold-formed steel lipped channel beams;Thin-Walled Structures;2016-01

4. Behaviour and design of cold-formed steel beams subject to lateral–torsional buckling;Thin-Walled Structures;2012-02

5. Unified Element and Section Approach to Design of Cold-Formed Steel Structures;Journal of Structural Engineering;2010-04

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