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Computer analysis of the structure of Šibenik Cathedral

Marina Šimunić-Buršić

Puni tekst: hrvatski, pdf (402 KB) str. 359-384 preuzimanja: 732* citiraj
APA 6th Edition
Šimunić-Buršić, M. (1995). Računalna analiza strukture šibenske katedrale. Prostor, 3 (2(10)), 359-384. Preuzeto s https://hrcak.srce.hr/24115
MLA 8th Edition
Šimunić-Buršić, Marina. "Računalna analiza strukture šibenske katedrale." Prostor, vol. 3, br. 2(10), 1995, str. 359-384. https://hrcak.srce.hr/24115. Citirano 14.06.2021.
Chicago 17th Edition
Šimunić-Buršić, Marina. "Računalna analiza strukture šibenske katedrale." Prostor 3, br. 2(10) (1995): 359-384. https://hrcak.srce.hr/24115
Harvard
Šimunić-Buršić, M. (1995). 'Računalna analiza strukture šibenske katedrale', Prostor, 3(2(10)), str. 359-384. Preuzeto s: https://hrcak.srce.hr/24115 (Datum pristupa: 14.06.2021.)
Vancouver
Šimunić-Buršić M. Računalna analiza strukture šibenske katedrale. Prostor [Internet]. 1995 [pristupljeno 14.06.2021.];3(2(10)):359-384. Dostupno na: https://hrcak.srce.hr/24115
IEEE
M. Šimunić-Buršić, "Računalna analiza strukture šibenske katedrale", Prostor, vol.3, br. 2(10), str. 359-384, 1995. [Online]. Dostupno na: https://hrcak.srce.hr/24115. [Citirano: 14.06.2021.]

Sažetak
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.

Ključne riječi
Šibenik Cathedral; masonry structures; computer analysis; CALPA Programme; vaults; vertical substructure; iron ties

Hrčak ID: 24115

URI
https://hrcak.srce.hr/24115

[hrvatski]

Posjeta: 1.407 *