Cold-formed steel columns undergoing local–distortional coupling: Behaviour and direct strength prediction against interactive failure

Published 2015 View Full Article

Authors

Keywords

Cold-formed steel columns, Local–distortional interaction, Lipped channels, Hat, zed and rack-sections, Ultimate strength, Direct Strength Method (DSM)

Journal

COMPUTERS & STRUCTURES

Volume 147, Issue -, Pages 181-208

Publisher

Elsevier BV

Online

2014-10-28

DOI

10.1016/j.compstruc.2014.09.012

Ask authors/readers for more resources

Protocol

Community support

Reagent

Community support

Reprint

Contact the author

Create your own webinar

Interested in hosting your own webinar? Check the schedule and propose your idea to the Peeref Content Team.

Create Now

Become a Peeref-certified reviewer

The Peeref Institute provides free reviewer training that teaches the core competencies of the academic peer review process.

Get Started