Mode interaction in cold‐formed steel members: state‐of‐art report-Reference-Cited by-同舟云学术

Mode interaction in cold‐formed steel members: state‐of‐art report

Published:2020-08 Issue:3 Volume:13 Page:165-185
ISSN:1867-0520
Container-title:Steel Construction
language:en
Short-container-title:Steel Construction

Author:

Camotim Dinar¹,Martins André Dias¹,Dinis Pedro Borges¹,Young Ben²,Chen Man‐Tai³,Landesmann Alexandre⁴

Affiliation:

1. CERIS, Instituto Superior TécnicoUniversidade de Lisboa Av. Rovisco Pais 1 1049‐001 Lisboa Portugal

2. Department of Civil & Environmental EngineeringThe Hong Kong Polytechnic University Hong Kong China

3. State Key Laboratory of Ocean Engineering and Shanghai Key Laboratory for Digital Maintenance of Buildings & Infrastructure,Department of Civil EngineeringShanghai Jiao Tong University Shanghai 200240 China

4. PEC/COPPE – Instituto Alberto Luiz CoimbraUniversidade Federal do Rio de Janeiro Rua Horácio Macedo, Bloco i, sl 216 (Centro de Tecnologia) 21941‐450 Rio de Janeiro Brazil

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/stco.202000036

Reference64 articles.

1. Mode interaction in cold‐formed steel members: state‐of‐art report – Part 2: Couplings involving global buckling;Camotim D.;Steel Construction,2020

2. Local-Plate and Distortional Postbuckling Behavior of Cold-Formed Steel Lipped Channel Columns with Intermediate Stiffeners

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

4. Review: Interactive behaviour, failure and DSM design of cold-formed steel members prone to distortional buckling

5. GBTul 2.0 − A second-generation code for the GBT-based buckling and vibration analysis of thin-walled members

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