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dc.contributor.authorGencer, Funda
dc.contributor.authorHamamcioglu-Turan, Mine
dc.contributor.authorAktas, Engin
dc.date.accessioned2021-02-12T18:47:32Z
dc.date.available2021-02-12T18:47:32Z
dc.date.issued2020
dc.identifier.issn1300-1884
dc.identifier.issn1304-4915
dc.identifier.urihttps://doi.org/10.17341/gazimmfd.458555
dc.identifier.urihttps://hdl.handle.net/11147/10224
dc.descriptionAktas, Engin/0000-0002-5706-2101en_US
dc.description.abstractDry masonry wall profiles constructed without using bonding material between blocks are encountered in different building types dated to Greek, Hellenistic and Roman periods. Depending on development of earthquake experiences, dry masonry wall profiles vary in terms of wall thickness, number of layers, relationship of layers and size, form, organization and relationship of blocks. In this study, the construction details increasing the structural strength in watch towers constructed in Hellenistic Period are aimed to be determined. This study is limited with investigation of effect of wall profiles and opening organizations on in-plane and out-of-plane wall behaviors under lateral loading. Primarily, wall profiles and opening types of dry masonry towers in ancient Caria, Pamphylia and Cilicia regions, that have not lost authenticity and integrity or had information about their authentic form, were documented. By using gathered data, hypothetic towers with different wall profiles and opening types are designed. To determine in-plane and out-of-plane wall behavior of hypothetic towers, simulation of quasi-static tilt analysis based on equilibrium were carried out, and form changes at walls and collapse angles of towers were identified. Wall profile and opening properties effecting on structural strength under lateral loading were determinedd.en_US
dc.description.sponsorshipIzmir Institute of Technology Research Fund [2016G_IYTE83]en_US
dc.description.sponsorshipThis work was funded by Izmir Institute of Technology Research Fund with project number 2016G_IYTE83.en_US
dc.language.isoturen_US
dc.publisherGAZI UNIV, FAC ENGINEERING ARCHITECTUREen_US
dc.relation.isversionof10.17341/gazimmfd.458555en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectHellenistic toweren_US
dc.subjectDry masonry wallen_US
dc.subjectQuasi-static tilt analysisen_US
dc.subjectConstruction systemen_US
dc.subjectSimulationen_US
dc.titleInvestigation of in-plane and out-of-plane wall behavior related to lateral loading depending on wall profiles and opening types in Hellenistic Towersen_US
dc.typearticleen_US
dc.typearticleen_US
dc.relation.journalJournal of The Faculty of Engineering And Architecture of Gazi Universityen_US
dc.contributor.departmentIzmir Isntitute of Technologyen_US
dc.identifier.volume35en_US
dc.identifier.issue1en_US
dc.identifier.startpage241en_US
dc.identifier.endpage253en_US
dc.identifier.wosWOS:000520598100019
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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