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

https://hrcak.srce.hr/24782

Datum izdavanja:

19.5.2008.

Podaci na drugim jezicima: hrvatski

Posjeta: 1.835 *