Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/4584
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dc.contributor.authorUzun, Mehmet-
dc.contributor.authorÇögurcü, Mustafa Tolga-
dc.contributor.authorArslan, Mehmet Akif-
dc.date.accessioned2023-10-02T11:16:08Z-
dc.date.available2023-10-02T11:16:08Z-
dc.date.issued2023-
dc.identifier.issn1359-5997-
dc.identifier.issn1871-6873-
dc.identifier.urihttps://doi.org/10.1617/s11527-023-02218-5-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/4584-
dc.description.abstractPrefabricated buildings are highly preferred due to their many advantages such as rapid production, low cost. However, it has been seen with the earthquakes in the past years that prefabricated buildings are insufficient in terms of seismic performance because of connection problems of structural members. Therefore, studies about prefabricated connection types have increased in recent years. In this study, an innovative connection was proposed for prefabricated prestressed foundation-column connection that is easy to assemble, preventing workmanship errors, cost and time-effective compared with socket connection. In the study, samples were produced for 5 different connections. The produced 1/2 scale samples were tested under cyclic lateral loading. Structural parameters such as strength, stiffness degradation, ductility, energy dissipation capacity, equivalent viscous damping ratio were obtained from test results. The obtained parameters were interpreted, and the seismic behavior of the samples was compared. As a result, it was seen that the proposed connection provided structural parameters such as sufficient strength and rigidity that can be applied in seismic regions.en_US
dc.description.sponsorshipScientific and Technological Research Council of Turkey [120M378]; Konya Technical University of Coordinatorship of Scientific Research Projects [201104017]en_US
dc.description.sponsorshipAcknowledgementsThis research is funded by The Scientific and Technological Research Council of Turkey under project number 120M378 and Konya Technical University of Coordinatorship of Scientific Research Projects under Project Number 201104017.en_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofMaterials and Structuresen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectColumn to foundation connectionsen_US
dc.subjectPrecast prestressed concreteen_US
dc.subjectSeismic performanceen_US
dc.subjectCyclic loadingen_US
dc.subjectMoment-resisting connectionsen_US
dc.subjectMonolithic-like connectionsen_US
dc.subjectConcrete Bridge Columnsen_US
dc.subjectSeismic Performanceen_US
dc.subjectEnergy-Dissipationen_US
dc.subjectCyclic Testsen_US
dc.subjectMomenten_US
dc.subjectWallsen_US
dc.subjectBehavioren_US
dc.subjectFramesen_US
dc.subjectPiersen_US
dc.subjectBaseen_US
dc.titleAn innovative connection proposal for the precast prestressed column-foundation connectionen_US
dc.typeArticleen_US
dc.identifier.doi10.1617/s11527-023-02218-5-
dc.identifier.scopus2-s2.0-85167512155en_US
dc.departmentKTÜNen_US
dc.identifier.volume56en_US
dc.identifier.issue7en_US
dc.identifier.wosWOS:001042652200001en_US
dc.institutionauthor-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid57471145100-
dc.authorscopusid34879616500-
dc.authorscopusid58530020000-
dc.identifier.scopusqualityQ1-
item.fulltextNo Fulltext-
item.grantfulltextnone-
item.cerifentitytypePublications-
item.languageiso639-1en-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept02.02. Department of Civil Engineering-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections
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