On the direct strength design of cold-formed steel columns failing in local-distortional interactive modes-Reference-Cited by-同舟云学术

On the direct strength design of cold-formed steel columns failing in local-distortional interactive modes

Published:2017-11 Issue: Volume:120 Page:432-445
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Dias Martins André,Camotim Dinar,Borges Dinis Pedro

Funder

FCT

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. American Iron and Steel Institute (AISI), North American Specification (NAS) for the Design of Cold-Formed Steel Structural Members (AISI-S100-16), Washington DC, 2016.

2. Review: the direct strength method of cold-formed steel member design;Schafer;J. Constr. Steel Res.,2008

3. Direct strength method (DSM) – a general approach for the design of cold-formed steel structures;Camotim,2016

4. Tests of cold-formed channels with local and distortional buckling;Kwon;J. Struct. Eng. (ASCE),1992

5. Design of lipped channel columns;Young;J. Struct. Eng. (ASCE),1998

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