Modelling of infill walls in reinforced concrete buildings under low-amplitude vibrations

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dc.authoridCatbas, Fikret Necati/0000-0001-9255-9976en_US
dc.authoridAras, Fuat/0000-0002-2560-4607en_US
dc.contributor.authorAras, Fuat
dc.contributor.authorAkbas, Tolga
dc.contributor.authorCeribasi, Seyit
dc.contributor.authorCatbas, Fikret Necati
dc.date.accessioned2024-07-12T21:37:27Z
dc.date.available2024-07-12T21:37:27Z
dc.date.issued2021en_US
dc.department[Belirlenecek]en_US
dc.description.abstractA study was undertaken to analyse the capability of conventional finite-element (FE) models to represent the actual dynamic behaviour of masonry infill walls in reinforced concrete (RC) buildings under ambient conditions. Two commonly used modelling techniques were examined - shell elements and diagonal compression struts. An existing non-symmetrical, six-storey RC building was used as a reference structure. The dynamic characteristics of the real building were determined by an ambient vibration survey. Two FE models of the building were then constructed and the dynamic characteristics of the building were determined numerically. Comparisons of the experimentally obtained dynamic properties and those obtained using each numerical model revealed the most appropriate method for visualising the dynamic behaviour of RC buildings under low levels of vibration. The dynamic behaviour of RC buildings under earthquakes and the use of code-based period estimation formulas were then analysed. The results showed that each modelling technique affected the predicted dynamic frequencies substantially; choosing the most suitable model depends on the level of vibration.en_US
dc.description.sponsorshipScientific and Technological Research Council of Turkey (TUBITAK) [116M254]en_US
dc.description.sponsorshipAcknowledgements This study was supported by the Scientific and Technological Research Council of Turkey (TUBITAK) under research grant 116M254. The authors are thankful for this support. The authors are also grateful to the Municipality of Kadikoy for the permission required for the experimental part of the study. Finally, the help of Tarik Tufan, Evren Özgur and Yusuf Şahinkaya during the measurements is much appreciated.en_US
dc.identifier.doi10.1680/jstbu.20.00310
dc.identifier.endpage499en_US
dc.identifier.issn0965-0911
dc.identifier.issn1751-7702
dc.identifier.issue7en_US
dc.identifier.scopus2-s2.0-85119615463en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage487en_US
dc.identifier.urihttps://doi.org/10.1680/jstbu.20.00310
dc.identifier.urihttps://hdl.handle.net/20.500.12415/6786
dc.identifier.volume176en_US
dc.identifier.wosWOS:001049457300001en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherEmerald Group Publishing Ltden_US
dc.relation.ispartofProceedings of The Institution of Civil Engineers-Structures And Buildingsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmzKY04128
dc.subjectBuildingsen_US
dc.subjectStructures & Designen_US
dc.subjectDynamicsen_US
dc.subjectField Testing & Monitoringen_US
dc.titleModelling of infill walls in reinforced concrete buildings under low-amplitude vibrationsen_US
dc.typeArticle
dspace.entity.typePublication

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