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Faculty of Civil Engineering, University of Rijeka, Rijeka, Croatia
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Faculty of civil Engineering, University of Rijeka, Rijeka, Croatia
Faculty of Civil Engineering, University of Rijeka, Rijeka, Croatia
A preliminary condition assessment using non-destructive testing methods for determining material quality, has been carried out on three adjacent wooden hangars near Šibenik with the aim of exploring the possibilities of their repurposing. Through visual inspection and detailed geometric measurements, it has been verified that their unique structure embodies the original Zollinger lamella vault system in which the joint typology is decisive for both, the overarching structural analysis and the execution of the structure. In this paper, the results of conducted investigation, including the developed detailed geometric model are presented, and guidelines for future comprehensive research focusing on the influence of joint stiffness on global structural features are discussed, as well.
timber, Zollinger lamella vault, on-site testing, results, guidelines for further analysis
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