Građevinar, Vol. 60 No. 04., 2008.
Prethodno priopćenje
Modelling steel frames with masonry fill
Damir Markulak
Vladimir Sigmund
Ivan Radić
Sažetak
Problems encountered in numerical modelling of masonry-filled steel frames subjected to earthquake action are presented. According to new European standards (EN 1998-1) an interactive action should be calculated for such composite systems, but calculation rules are not provided. A practical example is used to show most frequent possibilities for modelling behaviour of such structures based on the finiteelement method, and the need to use a practical approach to find solution to this problem is emphasized.
Ključne riječi
steel frame; masonry fill; composite system; numerical modelling; earthquake action; finite-element method
Hrčak ID:
24782
URI
Datum izdavanja:
19.5.2008.
Posjeta: 1.899 *