Flexual buckling of structural glass columns. Initial geometrical imperfection as a base for Monte Carlo simulation

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dc.contributor.authorPešek, Ondřej
dc.contributor.authorMelcher, Jindřich
dc.date.accessioned2019-03-04T09:26:29Z
dc.date.available2019-03-04T09:26:29Z
dc.date.issued2018
dc.description.abstractIn this paper Monte Carlo simulations of structural glass columns are presented. The simulation was performed according to the analytical second order theory of compressed elastic rods. A previous research on shape and size of initial geometrical imperfections is briefly summarized. An experimental analysis of glass columns that were performed for evaluation of equivalent geometrical imperfections is mentioned too.cs
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2018, roč. 18, č. 1, s. 12-17 : il.cs
dc.identifier.doi10.31490/tces-2018-0003
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/134105
dc.language.isoencs
dc.publisherVysoká škola báňská - Technická univerzita Ostravacs
dc.relation.ispartofseriesSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavebnícs
dc.relation.urihttp://tces.vsb.cz/Home/ArticleDetail/449cs
dc.rights© Vysoká škola báňská - Technická univerzita Ostravacs
dc.rights.accessopenAccesscs
dc.subjectstructural glasscs
dc.subjectflexural bucklingcs
dc.subjectgeometrical imperfectionscs
dc.subjectMonte Carlo simulationcs
dc.subjectvariation coefficientcs
dc.subjectstatistical distributioncs
dc.subjectSouthwell’s plotcs
dc.titleFlexual buckling of structural glass columns. Initial geometrical imperfection as a base for Monte Carlo simulationcs
dc.typearticlecs
dc.type.statusPeer-reviewedcs
dc.type.versionpublishedVersioncs

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Řada stavební. 2018, roč. 18 / Civil Engineering Series. 2018, vol. 18