dc.creator | Glišović, Ivan | |
dc.creator | Todorović, Marija | |
dc.creator | Stevanović, Boško | |
dc.date.accessioned | 2021-07-05T10:09:44Z | |
dc.date.available | 2021-07-05T10:09:44Z | |
dc.date.issued | 2021 | |
dc.identifier.uri | https://grafar.grf.bg.ac.rs/handle/123456789/2371 | |
dc.description.abstract | Masonry 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.iso | en | sr |
dc.publisher | Univerzitet u Beogradu Građevinski fakultet | sr |
dc.rights | openAccess | sr |
dc.source | Proceedings of The International Symposium ASES2020 | sr |
dc.subject | masonry | sr |
dc.subject | strengthening | sr |
dc.subject | FRP | sr |
dc.subject | design | sr |
dc.subject | ultimate limit state | sr |
dc.subject | in-plane loading | sr |
dc.title | Design of frp strengthened masonry structures | sr |
dc.type | conferenceObject | sr |
dc.rights.license | ARR | sr |
dc.identifier.fulltext | https://grafar.grf.bg.ac.rs/bitstream/id/9392/bitstream_9392.pdf | |
dc.identifier.rcub | https://hdl.handle.net/21.15107/rcub_grafar_2371 | |
dc.type.version | publishedVersion | sr |