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Design basis of Lithuanian steel and aluminium structure codes and their relations to Eurocode

dc.contributor.authorDaniūnas, Alfonsas
dc.contributor.authorKvedaras, Audronis Kazimieras
dc.contributor.authorŠapalas, Antanas
dc.contributor.authorŠaučiuvėnas, Gintas
dc.date.accessioned2023-09-18T19:37:20Z
dc.date.available2023-09-18T19:37:20Z
dc.date.issued2006
dc.identifier.issn0143-974X
dc.identifier.other(BIS)VGT02-000012801
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/141228
dc.description.abstractThe background in the development of national building technical regulations for the design of steel and aluminium structures is discussed. National Design Standards are under consideration in comparison with the main concepts of EC3 and EC9. Standard features of design parameters of materials, partial safety factors and metallic cross-sections are considered in this article. The resistance criterion of members in combined compression and bending is analysed. The effect of member slenderness and fillet weld connections on design results given by National technical regulations and Eurocodes is illustrated.eng
dc.formatPDF
dc.format.extentp. 1250-1256
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.relation.isreferencedbyScienceDirect
dc.relation.isreferencedbyINSPEC
dc.relation.isreferencedbyCompendex
dc.titleDesign basis of Lithuanian steel and aluminium structure codes and their relations to Eurocode
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.references19
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.enSteel structures
dc.subject.enAluminium structures
dc.subject.enDesign codes
dc.subject.enElastic design
dc.subject.enPlastic design
dc.subject.enSection resistance
dc.subject.enBuckling capacity
dc.subject.enConnections
dcterms.sourcetitleJournal of constructional steel research
dc.description.issueiss. 12
dc.description.volumevol. 62
dc.publisher.nameElsevier
dc.publisher.cityOxford
dc.identifier.doi000242253500005
dc.identifier.doi10.1016/j.jcsr.2006.04.018
dc.identifier.elaba3743904


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