Mimar Sinan Güzel Sanatlar Üniversitesi Açık Bilim, Sanat Arşivi

Açık Bilim, Sanat Arşivi, Mimar Sinan Güzel Sanatlar Üniversitesi tarafından doğrudan ve dolaylı olarak yayınlanan; kitap, makale, tez, bildiri, rapor gibi tüm akademik kaynakları uluslararası standartlarda dijital ortamda depolar, Üniversitenin akademik performansını izlemeye aracılık eder, kaynakları uzun süreli saklar ve yayınların etkisini artırmak için telif haklarına uygun olarak Açık Erişime sunar.

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dc.contributor.authorOkten, Mehmet Selim
dc.contributor.authorOzkan, Cemil
dc.contributor.authorGencoglu, Mustafa
dc.contributor.authorGuler, Kadir
dc.date.accessioned2025-01-09T20:03:36Z
dc.date.available2025-01-09T20:03:36Z
dc.date.issued2013
dc.identifier.isbn9810753551
dc.identifier.isbn978-981075355-9
dc.identifier.urihttps://doi.org/10.3850/978-981-07-5354-2-St-151-467
dc.identifier.urihttps://hdl.handle.net/20.500.14124/7615
dc.descriptionAmerican Concrete Institute (ACI); American Society of Civil Engineers (ASCE); Architectural Institute of Japan (AIJ); Chartered Institute of Building (CIOB); Engineers Without Borders USA University of Hawai'i at Manoa Chapter; et al.en_US
dc.description7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction, ISEC 2013 -- 18 June 2013 through 23 June 2013 -- Honolulu -- 110387en_US
dc.description.abstractMasonry infill walls have important effects on dynamic characteristics of buildings, which have a reinforced concrete frame structural system. Despite those important effects, masonry infill walls are usually neglected as structural elements in building analysis. Under lateral loads that are developed in moderate seismic regions, infill walls dramatically increase the stiffness of RC frames by acting as diagonal struts. Also, composite nature of the frame-infill wall system changes the magnitude and the strain distribution within the frame members. This paper presents a retrofitting methodology of infill walls using fiber reinforced cementitious matrix (FRCM) as a lateral load resisting element. FRCM is a structural composite material consisting of a carbon mesh, which acts as continuous reinforcement and a stabilized inorganic matrix, which joins the mesh to the infill walls. Inorganic matrix is comprised of a pozzolanic hydraulic binder that is highly compatible with the masonry support from chemical, physical, and mechanical aspects. In order to determine the effects of FRCM on the behavior of infill walls, an experimental study was conducted. Diagonal tension tests for nine infill wall specimens (755 mm × 755 mm) were conducted in order to observe the effects of different FRCM types over initial stiffness and shear strength. Test results showed that FRCM composites considerably increased the shear strength and stiffness of the infill walls and prevented the undesirable failure modes. Copyright © 2013 by Research Publishing Services.en_US
dc.language.isoengen_US
dc.publisherResearch Publishing Servicesen_US
dc.relation.ispartofISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Constructionen_US
dc.rightsKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.subjectFailure modeen_US
dc.subjectFiber Reinforced Cementitious Matrix (FRCM)en_US
dc.subjectInfill wallen_US
dc.subjectRC frameen_US
dc.subjectShear strengthen_US
dc.subjectStiffnessen_US
dc.titleShear strength behavior of infill walls strengthened by carbon fiber reinforced cementitious matrixen_US
dc.typeconferenceObjecten_US
dc.departmentMimar Sinan Güzel Sanatlar Üniversitesien_US
dc.identifier.doi10.3850/978-981-07-5354-2-St-151-467
dc.identifier.startpage283en_US
dc.identifier.endpage287en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.identifier.scopus2-s2.0-84923165975en_US
dc.identifier.scopusqualityN/A
dc.indekslendigikaynakScopus
dc.snmzKA_20250105


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