Strengthening with Steel Wire Mesh of Masonry Structures

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dc.authorid0000-0002-8919-6278en_US
dc.authorid0000-0003-4887-2900en_US
dc.authorid0000-0002-3515-6836en_US
dc.authorid0000-0001-6726-3831en_US
dc.authorid0000-0002-7672-5505en_US
dc.authorid0000-0002-6716-0864en_US
dc.contributor.authorCakiroglu, Melda Alkan
dc.contributor.authorInce, Gulhan
dc.contributor.authorTekeli, Hamide
dc.contributor.authorDemir, Fuat
dc.contributor.authorCakiroglu, Gokhan Murat
dc.contributor.authorYedek, Cigdem Yigit
dc.date.accessioned2021-02-02T10:19:24Z
dc.date.available2021-02-02T10:19:24Z
dc.date.issued2015en_US
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractIn our country, in rural and urban areas a significant portion of the existing structure was built as a masonry structure. The most important reason of prefer is easy supply of building materials. But despite widely available in our country, behavior of masonry structures against earthquakes is adequately understood. Therefore, knowledge of earthquake behavior of existing masonry structures and the development of strengthening methods is an important issue. About of strengthened masonry structures is need effective and economical. Especially behavior under the influence of lateral loads of masonry structures need to be examined. Behavior and strength of reinforced brick walls with the application of dry mix shotcrete on steel mesh were experimentally investigated in this study. In the first stage of the experimental study, brick wall specimens were produced. One of these samples were left in the simple case, the other was applied dry mix shotcrete 5 cm in thickness on steel mesh. Simple and reinforced brick walls were made loading as out of plane and cyclically. When the experimental results were evaluated, the energy absorption capacity and load-bearing capacity of brick wall reinforced with shotcrete is seen to increase significantly.en_US
dc.identifier.citationCakiroglu, M. A., Ince, G., Tekeli, H., Demir, F., Cakiroglu, G. M., Yedek, C. Y. (2015). Strengthening with Steel Wire Mesh of Masonry Structures. Journal of Selcuk University Natural and Applied Science, 4, (2), 11-20.en_US
dc.identifier.endpage20en_US
dc.identifier.issn2147-3781en_US
dc.identifier.issue2en_US
dc.identifier.startpage11en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/41221
dc.identifier.volume4en_US
dc.language.isotren_US
dc.publisherSelçuk Üniversitesien_US
dc.relation.ispartofJournal of Selcuk University Natural and Applied Scienceen_US
dc.relation.publicationcategoryMakale - Ulusal - Editör Denetimli Dergien_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectDry-Mix Shotcreteen_US
dc.subjectMasonry Structuresen_US
dc.subjectOut of Plane Loadingen_US
dc.titleStrengthening with Steel Wire Mesh of Masonry Structuresen_US
dc.typeArticleen_US

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