Pregled bibliografske jedinice broj: 7784
Numerical analysis of stone structures
Numerical analysis of stone structures // Proceedings of the 19th Conference of the Slovenian Society of Structural Engineers / Saje, Franc ; Lopatić, Jože (ur.).
Ljubljana: Slovenian Society of Structural Engineers, 1997. str. 247-254 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Numerical analysis of stone structures
Autori
Marović, Pavao ; Štambuk, Nataša
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 19th Conference of the Slovenian Society of Structural Engineers
/ Saje, Franc ; Lopatić, Jože - Ljubljana : Slovenian Society of Structural Engineers, 1997, 247-254
ISBN
961-90266-2-4
Skup
19th Conference of Slovenian Society of Structural Engineers (19 ; 1997)
Mjesto i datum
Bled, Slovenija, 16.10.1997. - 17.10.1997
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
numerical analysis ; stone structures ; micromodelling ; macromodelling
Sažetak
We have recently witnessed the destruction of many existing and valuable stone structures in ancient urban cores of European cities due to earthquakes or warlike situations. Assuming that we are interested in safety aspect of existing structures under actual and/or increasing loading conditions, we have become aware of the tasks imposed by present situation, i.e. to preserve such structures which usually have some historic importance. While some small structures will be reconstructed by simple civil engineering and ston/cutting works, other more significantstructures or their details will require complex analyses. This paper presents some aspects of numerical analysis and modelling of stone structures, namely three numerical models based upon finite element techniques which can be used to perform numerical analyses of stone structures. These three models are: (1) standard linear model ; (2) linear model with contact (interface) elements ; (3) non-linear elasto- plastic (orthotropic) model. The applicability of these models will be presented performing analyses of some characteristic details of stone structures.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo