Original scientific paper
Computer analysis of the structure of Šibenik Cathedral
Marina Šimunić-Buršić
Abstract
The CALPA computer programme, specially developed for calculating masonry structures, was used to analyze Šibenik Cathedral. It showed that masonry structures are very logical and rational. Analysis of the primary bearing structure of one bay of the cathedral section solved the unique structural system of the cathedral vaults and the repercussions the system had on the vertical substructure.
Keywords
Šibenik Cathedral; masonry structures; computer analysis; CALPA Programme; vaults; vertical substructure; iron ties
Hrčak ID:
24115
URI
Publication date:
30.12.1995.
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