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Preliminary communication

Modelling steel frames with masonry fill

Damir Markulak
Vladimir Sigmund
Ivan Radić

Fulltext: croatian, pdf (435 KB) pages 317-326 downloads: 752* cite
APA 6th Edition
Markulak, D., Sigmund, V. & Radić, I. (2008). Modeliranje čeličnih okvira sa zidanim ispunom. Građevinar, 60 (04.), 317-326. Retrieved from
MLA 8th Edition
Markulak, Damir, et al. "Modeliranje čeličnih okvira sa zidanim ispunom." Građevinar, vol. 60, no. 04., 2008, pp. 317-326. Accessed 22 Jan. 2021.
Chicago 17th Edition
Markulak, Damir, Vladimir Sigmund and Ivan Radić. "Modeliranje čeličnih okvira sa zidanim ispunom." Građevinar 60, no. 04. (2008): 317-326.
Markulak, D., Sigmund, V., and Radić, I. (2008). 'Modeliranje čeličnih okvira sa zidanim ispunom', Građevinar, 60(04.), pp. 317-326. Available at: (Accessed 22 January 2021)
Markulak D, Sigmund V, Radić I. Modeliranje čeličnih okvira sa zidanim ispunom. Građevinar [Internet]. 2008 [cited 2021 January 22];60(04.):317-326. Available from:
D. Markulak, V. Sigmund and I. Radić, "Modeliranje čeličnih okvira sa zidanim ispunom", Građevinar, vol.60, no. 04., pp. 317-326, 2008. [Online]. Available: [Accessed: 22 January 2021]

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.

steel frame; masonry fill; composite system; numerical modelling; earthquake action; finite-element method

Hrčak ID: 24782



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