APA 6th Edition Markulak, D., Sigmund, V. & Radić, I. (2008). Modeliranje čeličnih okvira sa zidanim ispunom. Građevinar, 60 (04.), 317-326. Retrieved from https://hrcak.srce.hr/24782
MLA 8th Edition Markulak, Damir, et al. "Modeliranje čeličnih okvira sa zidanim ispunom." Građevinar, vol. 60, no. 04., 2008, pp. 317-326. https://hrcak.srce.hr/24782. 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. https://hrcak.srce.hr/24782
Harvard Markulak, D., Sigmund, V., and Radić, I. (2008). 'Modeliranje čeličnih okvira sa zidanim ispunom', Građevinar, 60(04.), pp. 317-326. Available at: https://hrcak.srce.hr/24782 (Accessed 22 January 2021)
Vancouver 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: https://hrcak.srce.hr/24782
IEEE D. Markulak, V. Sigmund and I. Radić, "Modeliranje čeličnih okvira sa zidanim ispunom", Građevinar, vol.60, no. 04., pp. 317-326, 2008. [Online]. Available: https://hrcak.srce.hr/24782. [Accessed: 22 January 2021]
Abstracts 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.