Investigation of Earthquake Behaviour of Construction System and Materials in Traditional Turkish Architecture

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dc.authoridYARDIMLI, SEYHAN/0000-0001-7186-9000
dc.authorwosidYARDIMLI, SEYHAN/AAA-8138-2021
dc.contributor.authorYardimli, Seyhan
dc.contributor.authorDal, Murat
dc.contributor.authorMihlayanlar, Esma
dc.date.accessioned2024-06-12T11:20:41Z
dc.date.available2024-06-12T11:20:41Z
dc.date.issued2018
dc.departmentTrakya Üniversitesien_US
dc.description3rd International Conference on Computational Mathematics and Engineering Sciences (CMES) -- MAY 04-06, 2018 -- Final Int Univ, Girne, CYPRUSen_US
dc.description.abstractIn this study, it is aimed to present a point of view regarding the behaviour of construction systems implemented in traditional Turkish architecture against earthquakes. In the scope of the study, examples of civil architecture were considered and their structures were evaluated as building elements such as foundation, wall and flooring. Traditional Turkish architecture construction systems can be evaluated in two parts. One of them is the wooden carcass system and the other is the unreinforced masonry system. In the wooden carcass system, the carrier is the load bearing elements used in horizontal and vertical directions. Intermediate parts (strut, diagonal etc.) are placed between these elements to form triangles. The triangles (strut, diagonal) used in the wooden skeleton system comprise highly resistant forms against earthquakes. Moreover, due to the internal structure and physical properties of the wood, which is the skeleton material, the flexibility that it maintains can meet the lateral loads of earthquakes. The second construction system which is the system addressed in this application, is the unreinforced masonry system. In this system, the loadbearing system itself is the walls, which are not resistant to lateral loads. In order to provide this flexibility beams (hatillar) are installed at certain intervals. After the wall is built to a certain height, a different material is laid allowing a plane of movement on the wall. Thus, when the wall is exposed to a lateral load, it escapes from the planes where the beams (hatillar) are present, and is protected against large damages by absorbing the earthquake load. In order to establish that the foundation of the structure can withstand earthquakes by movement, wood is placed at the lower part of the foundation above a layer of sand ensuring lateral movement and flexibility of the building. In traditional buildings the slabs are connected to the building walls with beams (hatillar). Through the agency of the beams (hatillar) formed at the connection points, the slabs can act as a mass so that they can meet the earthquake load. Allowing the structure to move makes it resistant to earthquakes, seismic isolators are used for this purpose by absorbing the earthquake load and moving the foundation of the structure.en_US
dc.description.sponsorshipFirat Univ,Univ Moulay Ismail, Fac Sci Meknesen_US
dc.identifier.doi10.1051/itmconf/20182201034
dc.identifier.issn2271-2097
dc.identifier.urihttps://doi.org/10.1051/itmconf/20182201034
dc.identifier.urihttps://hdl.handle.net/20.500.14551/25730
dc.identifier.volume22en_US
dc.identifier.wosWOS:000567680300034en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.language.isoenen_US
dc.publisherE D P Sciencesen_US
dc.relation.ispartofThird International Conference On Computational Mathematics And Engineering Sciences (Cmes2018)en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subject[No Keywords]en_US
dc.titleInvestigation of Earthquake Behaviour of Construction System and Materials in Traditional Turkish Architectureen_US
dc.typeConference Objecten_US

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