Stability of Thin-Walled Beams with Lateral Continuous Restraint

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dc.contributor.authorBalázs, Ivancs
dc.contributor.authorMelcher, Jindřichcs
dc.coverage.issue1cs
dc.coverage.volume15cs
dc.date.issued2015-07-03cs
dc.description.abstractMetal beams of thin-walled cross-sections have been widely used in building industry as members of load-bearing structures. Their resistance is usually limited by lateral torsional buckling. It can be increased in case a beam is laterally supported by members of cladding or ceiling construction. The paper deals with possibilities of determination of critical load of thin-walled beams with lateral continuous restraint which is crucial for beam buckling resistance assessment.en
dc.description.abstractMetal beams of thin-walled cross-sections have been widely used in building industry as members of load-bearing structures. Their resistance is usually limited by lateral torsional buckling. It can be increased in case a beam is laterally supported by members of cladding or ceiling construction. The paper deals with possibilities of determination of critical load of thin-walled beams with lateral continuous restraint which is crucial for beam buckling resistance assessment.en
dc.formattextcs
dc.format.extent1-10cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationTransactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. 2015, vol. 15, issue 1, p. 1-10.en
dc.identifier.doi10.1515/tvsb-2015-0001cs
dc.identifier.issn1804-4824cs
dc.identifier.orcid0000-0003-0602-5914cs
dc.identifier.orcid0000-0003-2599-9896cs
dc.identifier.other115189cs
dc.identifier.researcheridAAE-2003-2019cs
dc.identifier.researcheridAAE-6234-2019cs
dc.identifier.scopus56349151500cs
dc.identifier.scopus7006926212cs
dc.identifier.urihttp://hdl.handle.net/11012/70099
dc.language.isoencs
dc.publisherVysoká škola báňská - Technická univerzita Ostravacs
dc.relation.ispartofTransactions of the VŠB – Technical University of Ostrava, Civil Engineering Seriescs
dc.relation.urihttp://www.degruyter.com/view/j/tvsb.2015.15.issue-1/tvsb-2015-0001/tvsb-2015-0001.xml?format=INTcs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 3.0 Unportedcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1804-4824/cs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/cs
dc.subjectCritical loaden
dc.subjectfinite difference methoden
dc.subjectlateral torsional bucklingen
dc.subjectnumerical analysisen
dc.subjectstabilityen
dc.subjectthin-walled beamen
dc.subjectCritical load
dc.subjectfinite difference method
dc.subjectlateral torsional buckling
dc.subjectnumerical analysis
dc.subjectstability
dc.subjectthin-walled beam
dc.titleStability of Thin-Walled Beams with Lateral Continuous Restrainten
dc.title.alternativeStability of Thin-Walled Beams with Lateral Continuous Restrainten
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-115189en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 14:15:41en
sync.item.modts2025.10.14 09:44:47en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav kovových a dřevěných konstrukcícs
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