A new approach in understanding the influence of irregular framing over the lateral drift in reinforced concrete structures

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dc.contributor.authorKaraca, Hakan
dc.contributor.authorAydin, Ersin
dc.contributor.authorSevercan, Metin Hakan
dc.date.accessioned2024-11-07T13:24:35Z
dc.date.available2024-11-07T13:24:35Z
dc.date.issued2023
dc.departmentNiğde Ömer Halisdemir Üniversitesi
dc.description.abstractThe approximate prediction of lateral performance of buildings without any analytical study requires quite a lot of knowledge and experience in the field for an engineer and an architect as well. An algorithm is required to enhance the mentioned predictions that mostly rely on the knowledge and experience. In this context, in order to quantify the degree of irregularity in framing of the structure in plan column density maps are developed, and thanking to the developed quantification method, the derivation of the relationship between the degree of irregularity and the maximum global roof drift of the structure is aimed. Knowing that the degree of irregularity has a negative impact on the lateral performance, in order to derive the relationship between the two, a regular structure is designed and 16 irregular models based on the regular model are developed. Linear response spectrum analysis and non-linear pushover analysis are conducted to obtain the global drifts and based shears. For linear analysis, the fundamental periods of vibration, mass participation ratio and eccentricity are monitored, while in non-linear analysis the global drifts are monitored. Shortly, the quantification of the irregularity in plan, is a novel approach which a potential to strengthen the hands of the designers, engineers and architects, also could be treated an evaluation tool as an improved global drift and lateral performance prediction method.
dc.identifier.doi10.17341/gazimmfd.1071722
dc.identifier.endpage2300
dc.identifier.issn1300-1884
dc.identifier.issn1304-4915
dc.identifier.issue4
dc.identifier.scopus2-s2.0-85156275016
dc.identifier.scopusqualityQ2
dc.identifier.startpage2291
dc.identifier.trdizinid1197881
dc.identifier.urihttps://doi.org/10.17341/gazimmfd.1071722
dc.identifier.urihttps://search.trdizin.gov.tr/tr/yayin/detay/1197881
dc.identifier.urihttps://hdl.handle.net/11480/14187
dc.identifier.volume38
dc.identifier.wosWOS:000974876000025
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.indekslendigikaynakTR-Dizin
dc.language.isoen
dc.publisherGazi Univ, Fac Engineering Architecture
dc.relation.ispartofJournal of the Faculty of Engineering and Architecture of Gazi University
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_20241106
dc.subjectGlobal drift
dc.subjectlateral performance
dc.subjectirregularity in plan
dc.subjectsimilarity ratio
dc.subjectcolumn density map
dc.titleA new approach in understanding the influence of irregular framing over the lateral drift in reinforced concrete structures
dc.title.alternativeBetonarme binalarda düzensiz çerçeveleşmenin yanal ötelemeye etkilerini bulmak için yeni bir yaklaşım
dc.typeArticle

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