Seismic design of unreinforced masonry

Za zadanu zgradu u Osijeku izvršen je proračun nosivosti prema relevantnim propisima. Proračun sadrži provjeru horizontalne i vertikalne nosivosti zida u skladu s HRN EN 1996- 1- 1:2010. Radi se o nearmiranoj zgradi koja spada u kategoriju stambenih objekata .Potresno opterećenje je određeno na temelju lokacije zgrade i lokalnih uvijeta tla i u skladu je s HRN EN 1998-1:2011. Prilikom provjere horizontalne nosivosti i momenta savijanja primjenjena su dva modela koja su temeljena na očekivanim mehanizmima sloma ziđa.For building in Osijek, capacity of structural elements was determined according to relevant provisions. Vertical and horizontal load-bearing capacity was considerd and calculated according to HRN EN 1996- 1-1:2010. Given building is residential with structural system composed of unreinforced masonary. Seismic load was determined based on the location of a given building and local soil properties. Spectral method was used according to HRN EN 1998- 1:2011. Two models were used for determination of horizontal load-bearing capacity according to expected failure mode masonry walls. Keywords