COMPARISON OF NUMERICAL ANALYSIS OF A SINGLE-SPAN STEEL PROTOTYPE STRUCTURE AND A SCALE MODEL STRUCTURE UNDER THE EFFECT OF SEISMIC LOADS

dc.authoridCelik, Fatih/0000-0001-9031-1272
dc.contributor.authorKebeli, Yunus Emre
dc.contributor.authorTeberik, Seyma
dc.contributor.authorAydin, Ersin
dc.contributor.authorCelik, Fatih
dc.date.accessioned2024-11-07T13:24:36Z
dc.date.available2024-11-07T13:24:36Z
dc.date.issued2023
dc.departmentNiğde Ömer Halisdemir Üniversitesi
dc.description.abstractOne of the biggest problems encountered in many experimental studies is examining a real- size structure in the field or in a laboratory environment. With today's technological opportunities, it is possible to experimentally examine a real-sized structure in the field or in a laboratory environment. However, to do this, the manufacture of a large, real-size structure, experimental setup and measuring devices are required, which are costly. For this reason, it is not always possible to reach such a laboratory environment. It is very difficult to experimentally examine large-scale structures both economically and in terms of time saving. In this context, in this study, a scaling factor (A) widely accepted in the literature was used to design a scaled model to represent a real- size structure. A=10 was used in this scaling approach. A real-size three-story single-span steel prototype building was scaled to a laboratory-scale model structure and analyzed digitally with the Sap2000 program. The natural period/frequency values of the real-size prototype structure and the scaled model modeled in the Sap2000 program were examined. Later, Time history analyzes were performed using real earthquake records from El Centro (1940), Kobe (1995) and Northridge (1994). While real earthquake records were used as they were in the analysis of the prototype structure, these real earthquake records were used by scaling them depending on the scaling factor A in the analysis of the scaled model. Subsequently, the digital analyzes of the prototype and scaled structure were compared by looking at the acceleration and displacement values of each floor. It was observed that the results were close to each other when scaled according to the scaling factor (A). This situation demonstrated the accuracy of the scaling rates applied within the scope of the study. Thus, it has been shown that a real-size structure can be scaled to a model in a laboratory environment with correct scaling methods and that this prototype structure can be analyzed with more economical and simple methods.
dc.description.sponsorshipFunding/Acknowledgements This study did not receive funding from any provider.
dc.identifier.doi10.36306/konjes.1386827
dc.identifier.issn2667-8055
dc.identifier.trdizinid1218687
dc.identifier.urihttps://doi.org/10.36306/konjes.1386827
dc.identifier.urihttps://search.trdizin.gov.tr/tr/yayin/detay/1218687
dc.identifier.urihttps://hdl.handle.net/11480/14204
dc.identifier.volume11
dc.identifier.wosWOS:001318824500004
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakTR-Dizin
dc.language.isoen
dc.publisherKonya Teknik Univ
dc.relation.ispartofKonya Journal of Engineering Sciences
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_20241106
dc.subjectPrototype model
dc.subjectStructure ccaling
dc.subjectSeismic loads
dc.subjectEarthquakes
dc.subjectTime history analysis
dc.titleCOMPARISON OF NUMERICAL ANALYSIS OF A SINGLE-SPAN STEEL PROTOTYPE STRUCTURE AND A SCALE MODEL STRUCTURE UNDER THE EFFECT OF SEISMIC LOADS
dc.typeArticle

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