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Article: Cold-formed Steel Lipped Channel Columns Influenced by Local-Distortional Interaction: Strength and DSM Design

TitleCold-formed Steel Lipped Channel Columns Influenced by Local-Distortional Interaction: Strength and DSM Design
Authors
Young, BSilvestre, NCamotim, D
KeywordsDirect strength method (DSM)
Distortional and global slenderness
Fixed-ended columns
High-strength steel
Lipped channel columns
Local-distortional interaction
Mild steel
Ultimate strength
Issue Date2013
PublisherASCE. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html
Citation
Journal of Structural Engineering, 2013, v. 139 n. 6, p. 1059-1074 How to Cite?
DOI: http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0000694
Persistent Identifierhttp://hdl.handle.net/10722/191303
ISSN
0733-9445
2023 Impact Factor: 3.7
2023 SCImago Journal Rankings: 1.360
ISI Accession Number ID
WOS:000318881600018

 

DC FieldValueLanguage
dc.contributor.authorYoung, Ben_US
dc.contributor.authorSilvestre, Nen_US
dc.contributor.authorCamotim, Den_US
dc.date.accessioned2013-10-15T06:53:13Z-
dc.date.available2013-10-15T06:53:13Z-
dc.date.issued2013en_US
dc.identifier.citationJournal of Structural Engineering, 2013, v. 139 n. 6, p. 1059-1074en_US
dc.identifier.issn0733-9445-
dc.identifier.urihttp://hdl.handle.net/10722/191303-
dc.languageengen_US
dc.publisherASCE. The Journal's web site is located at http://www.pubs.asce.org/journals/st.htmlen_US
dc.relation.ispartofJournal of Structural Engineeringen_US
dc.subjectDirect strength method (DSM)-
dc.subjectDistortional and global slenderness-
dc.subjectFixed-ended columns-
dc.subjectHigh-strength steel-
dc.subjectLipped channel columns-
dc.subjectLocal-distortional interaction-
dc.subjectMild steel-
dc.subjectUltimate strength-
dc.titleCold-formed Steel Lipped Channel Columns Influenced by Local-Distortional Interaction: Strength and DSM Designen_US
dc.typeArticleen_US
dc.identifier.emailYoung, B: young@hku.hken_US
dc.identifier.authorityYoung, B=rp00208en_US
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0000694-
dc.identifier.scopuseid_2-s2.0-84877968490-
dc.identifier.hkuros226470en_US
dc.identifier.volume139en_US
dc.identifier.issue6en_US
dc.identifier.spage1059en_US
dc.identifier.epage1074en_US
dc.identifier.eissn1943-541X-
dc.identifier.isiWOS:000318881600018-
dc.identifier.issnl0733-9445-

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