Numerical Model for the Nonlinear Analysis of Spatial Framework Systems (CROSBI ID 553076)
Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Markić, Radoslav ; Mucić, Stanislav ; Radnić, Jure ; Harapin, Alen ; Grgić, Nikola
engleski
Numerical Model for the Nonlinear Analysis of Spatial Framework Systems
This paper briefly presents numerical model for the nonlinear analysis of spatial concrete framework systems. The model is based on the linear-elastic bar model and the model for dimensioning of general composite cross sections loaded with excentric axial force. The model of material behaviour can be set arbitrarily according to the experiment or the relevant standards.
spatial framework system; nonlinear analysis.
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Podaci o prilogu
345-366.
2008.
objavljeno
Podaci o matičnoj publikaciji
International Scientific Symposium "Modeling of Structures" : Proceedings
Čolak, Ivo
Mostar:
Podaci o skupu
International Scientific Symposium Modeling of Structures
predavanje
13.11.2008-15.11.2008
Mostar, Bosna i Hercegovina