An evaluation of the seismic response of symmetric steel space buildings

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dc.contributor.authorYon, Burak
dc.date.accessioned2024-04-24T17:33:14Z
dc.date.available2024-04-24T17:33:14Z
dc.date.issued2016
dc.departmentDicle Üniversitesien_US
dc.description.abstractThis paper evaluates the seismic response of three dimensional steel space buildings using the spread plastic hinge approach. A numerical study was carried out in which a sample steel space building was selected for pushover analysis and incremental nonlinear dynamic time history analysis. For the nonlinear analysis, three earthquake acceleration records were selected to ensure compatibility with the design spectrum defined in the Turkish Earthquake Code. The interstorey drift, capacity curve, maximum responses and dynamic pushover curves of the building were obtained. The analysis results were compared and good correlation was obtained between the idealized dynamic analyses envelopes with and static pushover curves for the selected building. As a result to more accurately account response of steel buildings, dynamic pushover envelopes can be obtained and compared with static pushover curve of the building.en_US
dc.identifier.endpage412en_US
dc.identifier.issn1229-9367
dc.identifier.issn1598-6233
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-84960500686
dc.identifier.scopusqualityQ1
dc.identifier.startpage399en_US
dc.identifier.urihttps://hdl.handle.net/11468/20550
dc.identifier.volume20en_US
dc.identifier.wosWOS:000372604400009
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofSteel and Composite Structures
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectSpread Plastic Hingeen_US
dc.subjectStatic Pushover Analysisen_US
dc.subjectSteel Buildingen_US
dc.subjectIncremental Nonlinear Dynamic Time History Analysisen_US
dc.titleAn evaluation of the seismic response of symmetric steel space buildingsen_US
dc.titleAn evaluation of the seismic response of symmetric steel space buildings
dc.typeArticleen_US

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