Professional paper
Procjena otpornosti konstrukcije župnog dvora u Selima na djelovanje potresa - Post-earthquake structural assessment of the Parish house in Sela
Thibaud Maillard
; ADV Constructions SA, Penthaz, Switzerland
Igor Tomić
; École Polytechnique Fédérale de Lausanne (EPFL), School of Architecture, Civil and Environmental Engineering (ENAC), Earthquake Engineering and Structural Dynamics Laboratory (EESD), Lausanne, Switzerland
Savvas Saloustros
; École Polytechnique Fédérale de Lausanne (EPFL), School of Architecture, Civil and Environmental Engineering (ENAC), Earthquake Engineering and Structural Dynamics Laboratory (EESD), Lausanne, Switzerland
Martina Vujasinović
; INTRADOS PROJEKT d.o.o., Zagreb, Croatia
Katrin Beyer
; École Polytechnique Fédérale de Lausanne (EPFL), School of Architecture, Civil and Environmental Engineering (ENAC), Earthquake Engineering and Structural Dynamics Laboratory (EESD), Lausanne, Switzerland
Abstract
Potresi koji su 2020. pogodili Hrvatsku istaknuli su ranjivost povijesnih zgrada s nearmiranom zidanom konstrukcijom. Župni dvor uz crkvu sv. Marije Magdalene u Selima jedna je od građevina kulturne baštine koje su pretrpjele znatna oštećenja. Budući da ove građevine imaju važne materijalne i nematerijalne vrijednosti za lokalno stanovništvo, njihova seizmička procjena i kasnija rekonstrukcija koja poštuje vrijednost njihovih povijesnih sastavnica, ključni su za oporavak područja pogođenih potresima. Ovaj rad predstavlja doprinos toj temi izradom procjene otpornosti konstrukcije koja uključuje mehanizme otkazivanja u ravnini i izvan ravnine. Analize obuhvaćaju i najsuvremenije numeričke simulacije za ponašanje u ravnini te ručne izračune koji se koriste i za provjeru ponašanja konstrukcije u ravnini i izvan ravnine. Rad završava idejnim prijedlogom rekonstrukcije.
The 2020 earthquakes in Croatia highlighted the vulnerability of historical unreinforced masonry buildings. The Parish house next to St. Mary Magdalene church in Sela is one of the cultural heritage buildings that suffered significant damage. As these buildings hold important tangible and intangible values for the local population, their seismic assessment and subsequent retrofitting that respects the value of their historical components is crucial for the recovery of the areas affected by the earthquakes. This paper contributes to this topic by performing structural assessment both for in-plane and out-of-plane mechanisms. Analyses comprise both state-of-art numerical simulations for the in-plane behaviour and hand calculations used for both the verification of in-plane behaviour and the assessment of the out-of-plane behaviour. The paper concludes by proposing retrofitting ideas on a conceptual level.
Keywords
Hrčak ID:
314648
URI
Publication date:
16.1.2024.
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