Investigation of seismic performance of in-plane aligned masonry panels strengthened with Carbon Fiber Reinforced Polymer

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dc.authorid57203358271
dc.contributor.authorCan Ö.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:43:02Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:43:02Z
dc.date.issued2018
dc.departmentBayburt Üniversitesien_US
dc.description.abstractMasonry structures are economical, easy to construct and has important advantages such as the use of natural materials. In Turkey, these structures have been heavily built especially with traditional construction methods and nowadays they are popular as well. Therefore, the reinforcement of masonry structures and seismic safety are of paramount importance. Masonry walls are not naturally stable and cannot be considered as homogeneous structures so it is difficult to predict their behavior under load by using numerical methods. Supportive framework of the mathematical model and the data of the experimental studies are required. In this study, 36 wall blocks were prepared in 900 × 900 × 200 mm using hollow masonry brick, blend brick and aerated concrete and these blocks are reinforced with Carbon Fiber Reinforced Polymer in both directions by using three different methods. For the analysis of retrofit brick walls produced and reinforced with different materials, ASTM E591 test method was used. At the end of the experiment period; shear strength performances of the reinforcement methods of the elements, their deformation and energy dissipation capacities were evaluated. According to results, maximum shear strength performance was observed at the masonry panel strengthened by two face. Maximum load value was 172.63 Kn. Also maximum dissipation capacity was observed at the masonry wall reinforced with CFRP covered diagonally. Maximum energy dissipation capacity was 317.1 J. © 2018 Elsevier Ltden_US
dc.identifier.doi10.1016/j.conbuildmat.2018.08.028
dc.identifier.endpage862
dc.identifier.issn0950-0618
dc.identifier.scopus2-s2.0-85051377915en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage854
dc.identifier.urihttps://dx.doi.org/10.1016/j.conbuildmat.2018.08.028
dc.identifier.urihttps://hdl.handle.net/20.500.12403/351
dc.identifier.volume186
dc.identifier.wosWOS:000445983300073en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Ltd
dc.relation.ispartofConstruction and Building Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCarbon Fiber Reinforced Polymer (CFRP)
dc.subjectMasonry wall
dc.subjectRetrofit
dc.subjectShear strength
dc.subjectBrick
dc.subjectConcretes
dc.subjectEnergy dissipation
dc.subjectFiber reinforced plastics
dc.subjectMasonry construction
dc.subjectNumerical methods
dc.subjectPolymers
dc.subjectReinforced plastics
dc.subjectReinforcement
dc.subjectRetaining walls
dc.subjectRetrofitting
dc.subjectSeismology
dc.subjectShear strength
dc.subjectTesting
dc.subjectWalls (structural partitions)
dc.subjectCarbon fiber reinforced polymer
dc.subjectEnergy dissipation capacities
dc.subjectHomogeneous structure
dc.subjectMasonry walls
dc.subjectMaximum dissipations
dc.subjectReinforcement method
dc.subjectRetrofit
dc.subjectTraditional constructions
dc.subjectCarbon fiber reinforced plastics
dc.subjectCarbon Fiber Reinforced Polymer (CFRP)
dc.subjectMasonry wall
dc.subjectRetrofit
dc.subjectShear strength
dc.subjectBrick
dc.subjectConcretes
dc.subjectEnergy dissipation
dc.subjectFiber reinforced plastics
dc.subjectMasonry construction
dc.subjectNumerical methods
dc.subjectPolymers
dc.subjectReinforced plastics
dc.subjectReinforcement
dc.subjectRetaining walls
dc.subjectRetrofitting
dc.subjectSeismology
dc.subjectShear strength
dc.subjectTesting
dc.subjectWalls (structural partitions)
dc.subjectCarbon fiber reinforced polymer
dc.subjectEnergy dissipation capacities
dc.subjectHomogeneous structure
dc.subjectMasonry walls
dc.subjectMaximum dissipations
dc.subjectReinforcement method
dc.subjectRetrofit
dc.subjectTraditional constructions
dc.subjectCarbon fiber reinforced plastics
dc.titleInvestigation of seismic performance of in-plane aligned masonry panels strengthened with Carbon Fiber Reinforced Polymeren_US
dc.typeArticleen_US

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