Two Stochastic Methods to Model Initial Geometrical Imperfections of Steel Frame Structures

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dc.contributor.authorJindra, Danielcs
dc.contributor.authorKala, Zdeněkcs
dc.contributor.authorKala, Jiřícs
dc.coverage.issue1cs
dc.coverage.volume14cs
dc.date.accessioned2024-02-23T14:45:36Z
dc.date.available2024-02-23T14:45:36Z
dc.date.issued2024-01-12cs
dc.description.abstractThe stochastic modeling of geometrically imperfect steel frame structures requires statistical inputs for imperfection parameters, often with specific mutual correlations. The stochastic input values of geometrical imperfections are derived from European Standard EN 1090-2:2018 tolerance criteria. Two advanced stochastic methods, #RSS (random storey sway) and #RSP (random storey position), are developed based on these criteria. This paper presents a verification study, using random sampling simulations, for these two stochastic methods (#RSS and #RSP) to directly model the initial global geometrical imperfections of steel frame structures. The proposed methods have been verified for structures with equidistant storey heights and for those comprising up to 24 storeys, making them applicable to a wide range standard steel frame structures. It has been found that the performance of the #RSS method is satisfactory. An advantage of #RSS is that the random parameters are statistically independent. On the other hand, the #RSP method requires the definition of these mutual correlations in order to satisfy the criterion that 95 percent of random realizations of initial imperfections fall within the tolerance limits of the corresponding European Standard. The #RSP method, however, might have certain advantages for structures with a larger number of storeys (above 24), as closely discussed in this study. Additionally, this study provides useful provisions for the advanced numerical analyses of multi-storey steel frames of various geometries.en
dc.formattextcs
dc.format.extent1-16cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationBuildings. 2024, vol. 14, issue 1, p. 1-16.en
dc.identifier.doi10.3390/buildings14010196cs
dc.identifier.issn2075-5309cs
dc.identifier.orcid0000-0002-9512-2558cs
dc.identifier.orcid0000-0002-6873-3855cs
dc.identifier.orcid0000-0002-8250-8515cs
dc.identifier.other187158cs
dc.identifier.researcheridA-7278-2016cs
dc.identifier.researcheridE-6326-2019cs
dc.identifier.scopus7003615152cs
dc.identifier.scopus8525142300cs
dc.identifier.urihttps://hdl.handle.net/11012/245217
dc.language.isoencs
dc.publisherMDPIcs
dc.relation.ispartofBuildingscs
dc.relation.urihttps://www.mdpi.com/2075-5309/14/1/196cs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2075-5309/cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectCorrelationsen
dc.subjectErection Tolerancesen
dc.subjectFirst order Reliability Methoden
dc.subjectInitial Geometrical Imperfectionsen
dc.subjectMulti-Storey Steel Framesen
dc.titleTwo Stochastic Methods to Model Initial Geometrical Imperfections of Steel Frame Structuresen
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
eprints.grantNumberinfo:eu-repo/grantAgreement/GA0/GA/GA23-04712Scs
sync.item.dbidVAV-187158en
sync.item.dbtypeVAVen
sync.item.insts2024.02.23 15:45:36en
sync.item.modts2024.02.23 15:13:20en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
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