The efficacy of infill walls as equivalent compressive struts in Turkish seismic codes

Basit Öğe Kaydı
dc.authorid0000-0002-8802-0588
dc.authorid0000-0001-8057-065X
dc.authorid0000-0001-5990-1215
dc.contributor.authorKaraşin, Abdulhalim
dc.contributor.authorIşık, Ercan
dc.contributor.authorKaraşin, İbrahim Baran
dc.date.accessioned2025-02-22T14:10:15Z
dc.date.available2025-02-22T14:10:15Z
dc.date.issued2025
dc.departmentDicle Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description33rd International Conference on Organization and Technology of Maintenance, OTO 2024 -- 12 December 2024 through 12 December 2024 -- Osijek --325069en_US
dc.description.abstractAdvancements in engineering and architectural design have significantly impacted the assessment of seismic codes, with technology playing a crucial role in this area. Turkiye has had its own seismic code since 1940, and it has undergone 10 revisions over the years. The most recent version, the Turkiye Building Earthquake Code TBEC2018, introduces numerous improvements and advancements in earthquake calculating methodologies. Notably, the 2018 code introduces a new requirement where the relative floor displacement is directly related to the position of infill walls, highlighting the significance of infill walls in mitigating earthquake forces. In this study the 3D model of a three-story reinforced concrete school building was generated using SAP2000 software to represent the infill walls as the bare frame models. The study involved designing infill walls as compression struts and analyzing their behavior under lateral earthquake loads using linear analysis methods. As infill walls were considered to braced modelled in the analysis, the stiffness of the structure increased and the first natural vibration period decreased significantly. The study also compared the structural parameters for the last two building codes (TSC 2007 and TBEC 2018) to determine the sensitivity of infilled walls. © The Author(s), under exclusive license to Springer Nature Switzerland AG 2025.en_US
dc.identifier.citationKaraşin, A., Isık, E., & Karaşin, İ. B. (2024, December). The efficacy of infill walls as equivalent compressive struts in Turkish seismic codes. In International Conference on Organization and Technology of Maintenance (pp. 527-535). Cham: Springer Nature Switzerland.
dc.identifier.doi10.1007/978-3-031-80597-4_40
dc.identifier.endpage535en_US
dc.identifier.isbn978-303180596-7
dc.identifier.issn2367-3370
dc.identifier.scopus2-s2.0-85215665146en_US
dc.identifier.scopusqualityQ4en_US
dc.identifier.startpage527en_US
dc.identifier.urihttps://doi.org/10.1007/978-3-031-80597-4_40
dc.identifier.urihttps://hdl.handle.net/11468/29852
dc.identifier.urihttps://link.springer.com/chapter/10.1007/978-3-031-80597-4_40
dc.identifier.volume1242 LNNSen_US
dc.indekslendigikaynakScopus
dc.institutionauthorKaraşin, Abdulhalim
dc.institutionauthorKaraşin, İbrahim Baran
dc.institutionauthorid0000-0002-8802-0588
dc.institutionauthorid0000-0001-8057-065X
dc.institutionauthorid0000-0001-5990-1215
dc.language.isoenen_US
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.relation.ispartofLecture Notes in Networks and Systemsen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmzKA_Scopus_20250222
dc.subjectInfill wallsen_US
dc.subjectModal analysisen_US
dc.subjectTBEC2018en_US
dc.titleThe efficacy of infill walls as equivalent compressive struts in Turkish seismic codesen_US
dc.typeConference Objecten_US

Dosyalar

Koleksiyon

Scopus İndeksli Yayınlar Koleksiyonu
İnşaat Mühendisliği Bölümü Koleksiyonu