Seismic design of confined masonry

Za obiteljsku kuću u Slavonskom Brodu zadanu zadatkom proveden je proračun nosivosti prema europskom standardu i nacionalnim dodatcima, Eurokodu. Provedba proračuna se vrši na stambenom objektu omeđenog sustava ziđa. Proračun sadržava provjeru horizontalne i vertikalne nosivosti zidova uz Eurokod 6, odnosno u skladu s normom HRN EN 1996-1-1:2012. Određivanjem nosivosti horizontalnih i vertikalnih opterećenja te momenta savijanja. Potresno djelovanje je određeno u skladu s pravilima struke, normom HRN EN 1998:1:2011. Proračunom ziđa na potres se određuje potrebna količina armature za vlačne serklaže.For the family house in Slavonski Brod assigned to the task, the carrying capacity calculation was carried out according to the European standard and national addons, Eurocode. The implementation of the estimate is carried out on a residential building with a limited wall system. The calculation contains a check ofthe horizontal and vertical bearing capacity of the walls in accordance with Eurocode 6, i.e. in accordance with the HRN EN 1996-1-1:2012 standard. By determining the carrying capacity of horizontal and vertical loads and the bending moment. Seismic action is determined in accordance with the rules of the profession, the norm HRN EN 1998:1:2011. The required amount of reinforcement for tensile serclages is determined by calculating the earthquake resistance of the masonry