Assessment of the structural condition of the Sv. Rok church in Draškovec

U ovom diplomskom radu napravila se ocjena postojećeg stanja nosive konstrukcije crkve sv. Roka u Draškovcu. Prvobitno se pristupilo analizi područja na kojem se nalazi spomenuta građevina što je iznimno važan podatak za daljnu analizu. U početnom djelu rada izvučeni su općeniti podaci o akualnim potresima u Hrvatskoj. Dana 28. prosinca 2020. godine u 6:28 h prema lokalnom vremenu dogodio se jak potres magnitude ML=5.0 kod Petrinje. Osim u užem epicentralnom području Petrinje, Siska, Gline i okolice, potres se osjetio i na području cijele središnje Hrvatske. Tim potresom oštećena je i nosiva konstrukcija crkve Sv. Roka u Draškovcu, Međimurska županija. Posljedice potresa vidljive su na predmetnoj građevini u obliku raspucavanja i pukotinama. Napravljena je potpuna ocjena postojećeg stanja nosive konstrukcije crkve uz detaljan pregled, te detaljnu dijagnostiku oštećenja, proračunata su opterećenja koja djeluju na crkvu: snijeg, vjetar i potres. Nakon svih analiza i proračuna iznijet je prijedlog mjera sanacije sa opisom metoda sanacije te prikazom lokacije i dinamike kojom bi se sanacija vršila.In this master´s , an assessment was made of the existing condition of the load-bearing structure of the church of St. Rok in Draškovec. Initially, the analysis of the area where the mentioned building is located was approached, which is an extremely important piece of information for further analysis. In the initial part of the paper are drawn general data on current earthquakes in Croatia. On December 28., at 6:28 AM local time, a strong earthquake of magnitude ML 5.0 occurred near Petrinja. Except from the narrower epicentral area of Petrinja, Sisak and Glina, the earthquake was also felt in the entire area of central Croatia. This earthquake also damaged the load-bearing structure of the church of St. Rok in Draškovac, Međimurje County. The consequences of the earthquake are visible on the building in the form of cracks and fissures. A complete assessment of the existing condition of the load-bearing structure of the church was made, with a detailed inspection and detailed diagnosis of the damage, and the loads acting on the church were calculated; snow, wind and earthquake. After all analyzes and calculations, a proposal of remediation measures was presented with a description of remediation methods and a presentation of the location and dynamics by which remediation would be carried out