Buckling Length of Steel Columns in Frame Structures Stressed by Fire

but.event.date25.01.2024cs
but.event.titleJuniorstav 2024cs
dc.contributor.authorČervenka, Roman
dc.date.accessioned2024-05-07T08:53:22Z
dc.date.available2024-05-07T08:53:22Z
dc.date.issued2024-05-07cs
dc.description.abstractFire resistance is crucial for load-bearing structures. However, current rules in structural Eurocodes may not cover all fire design situations. In EN 1993-1-2, fire design rules exist only for braced steel frames, treating each floor as a separate fire section. Unbraced frames lack specific fire design rules and use regular temperature design buckling lengths. This article presents an analysis of the behaviour of columns in braced and unbraced frames and compares it with the procedures of some other authors.en
dc.formattextcs
dc.format.extent1-8cs
dc.format.mimetypeapplication/pdfen
dc.identifier.citationJuniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineering, s. 1-8. ISBN 978-80-86433-83-7.cs
dc.identifier.doi10.13164/juniorstav.2024.24050en
dc.identifier.isbn978-80-86433-83-7
dc.identifier.urihttps://hdl.handle.net/11012/245432
dc.language.isoencs
dc.publisherVysoké učení technické v Brně,Fakulta stavebnícs
dc.relation.ispartofJuniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineeringcs
dc.relation.urihttps://juniorstav.fce.vutbr.cz/proceedings2024/
dc.rights© Vysoké učení technické v Brně,Fakulta stavebnícs
dc.rights.accessopenAccessen
dc.subjectSteelen
dc.subjectcolumnsen
dc.subjectframesen
dc.subjectbucklingen
dc.subjectfireen
dc.titleBuckling Length of Steel Columns in Frame Structures Stressed by Fireen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
eprints.affiliatedInstitution.departmentFakulta stavebnícs
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