The comparison of seismic and structural parameters in steel structures for different spectra

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dc.contributor.authorKaraşin, İbrahim Baran
dc.contributor.authorIşık, Ercan
dc.contributor.authorBüyüksaraç, Aydın
dc.contributor.authorKaraşin, Abdulhalim
dc.contributor.orcid0000-0001-8057-065X
dc.contributor.orcid0000-0002-8802-0588
dc.contributor.orcid0000-0001-5990-1215
dc.date.accessioned2024-04-24T17:56:02Z
dc.date.available2024-04-24T17:56:02Z
dc.date.issued2023
dc.departmentDicle Üniversitesi, Diyarbakır Teknik Bilimler Meslek Yüksek Okulu, İnşaat Bölümüen_US
dc.descriptionInternational Symposium on Innovative and Interdisciplinary Applications of Advanced Technologies, IAT 2022 -- 23 June 2022 through 26 June 2022 -- -- 285309en_US
dc.description.abstractIn order to determine the earthquake performance of the buildings, the interactions of many different parameters were considered. These parameters generally include data on the seismicity of the region, local soil conditions, and structural characteristics. In this study, the seismicity factor has been selected as the variable. An eight-storey steel structure with the same local soil and structural characteristics was selected as a sample. Turkey has seven different geographical regions. So, one sample province from every seven different geographical regions of Turkey was taken into consideration which was earthquake hazard is variable. Static adaptive pushover analyzes were performed for the selected steel structure by using special design spectra obtained for each province because this analysis is allowing the use of these spectra. In this study, first of all, the changes in earthquake parameters that will be used to determine the earthquake effects on structures are examined. The results of structural analysis using special design spectra obtained for each province were also examined. This study aims to determine the effect of seismicity risk on both earthquake and structural outcome parameters for steel structures. The design spectra significantly affect the demand displacement of buildings. Therefore, damage estimates and building performance will better reflect real values for the buildings which did not meet the demand displacement.en_US
dc.identifier.citationKaraşin, İ. B., Işık, E., Büyüksaraç, A. ve Karaşin, A. (2023). The comparison of seismic and structural parameters in steel structures for different spectra. Lecture Notes in Networks and Systems, 539, 65-76.
dc.identifier.doi10.1007/978-3-031-17697-5_6
dc.identifier.endpage76en_US
dc.identifier.isbn9783031176968
dc.identifier.issn2367-3370
dc.identifier.scopus2-s2.0-85141719162
dc.identifier.scopusqualityQ4
dc.identifier.startpage65en_US
dc.identifier.urihttps://doi.org/10.1007/978-3-031-17697-5_6
dc.identifier.urihttps://hdl.handle.net/11468/23216
dc.identifier.volume539 LNNSen_US
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.relation.ispartofLecture Notes in Networks and Systems
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAdaptive pushoveren_US
dc.subjectEarthquakeen_US
dc.subjectGround motion levelen_US
dc.subjectLocal soilen_US
dc.subjectLocationen_US
dc.subjectSteelen_US
dc.titleThe comparison of seismic and structural parameters in steel structures for different spectraen_US
dc.titleThe comparison of seismic and structural parameters in steel structures for different spectra
dc.typeConference Objecten_US

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