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dc.creatorGlišović, Ivan
dc.creatorTodorović, Marija
dc.creatorStevanović, Boško
dc.date.accessioned2021-07-05T10:09:44Z
dc.date.available2021-07-05T10:09:44Z
dc.date.issued2021
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2371
dc.description.abstractMasonry structures are prone to different types of damages caused by overloading, design or construction errors, durability problems, accidental loading. Depending on the extent of damages, failure of masonry structures can occur as a consequence. This indicates a need to develop efficient and affordable strategies for strengthening masonry structures, thus achieving improvement of their mechanical characteristics and providing greater reliability. Considering advantages and disadvantages when choosing materials for reinforcement, Fibre Reinforced Polymers (FRP) have proven to be very efficient and easily applicable solution. In this paper, design guidelines and numerical example for strengthening masonry walls with FRP materials for in-plane loading are presented.sr
dc.language.isoensr
dc.publisherUniverzitet u Beogradu Građevinski fakultetsr
dc.rightsopenAccesssr
dc.sourceProceedings of The International Symposium ASES2020sr
dc.subjectmasonrysr
dc.subjectstrengtheningsr
dc.subjectFRPsr
dc.subjectdesignsr
dc.subjectultimate limit statesr
dc.subjectin-plane loadingsr
dc.titleDesign of frp strengthened masonry structuressr
dc.typeconferenceObjectsr
dc.rights.licenseARRsr
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs/bitstream/id/9392/bitstream_9392.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_2371
dc.type.versionpublishedVersionsr


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