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Original scientific paper

Analysis of bridge structures excited by moveable load

Ivana Štimac
Darko Meštrović
Ivica Kožar

Fulltext: croatian, pdf (394 KB) pages 347-353 downloads: 1.052* cite
APA 6th Edition
Štimac, I., Meštrović, D. & Kožar, I. (2004). Analiza mostovnih konstrukcija pobuđenih pokretnim opterećenjem. Građevinar, 56 (06.), 347-353. Retrieved from
MLA 8th Edition
Štimac, Ivana, et al. "Analiza mostovnih konstrukcija pobuđenih pokretnim opterećenjem." Građevinar, vol. 56, no. 06., 2004, pp. 347-353. Accessed 16 May 2021.
Chicago 17th Edition
Štimac, Ivana, Darko Meštrović and Ivica Kožar. "Analiza mostovnih konstrukcija pobuđenih pokretnim opterećenjem." Građevinar 56, no. 06. (2004): 347-353.
Štimac, I., Meštrović, D., and Kožar, I. (2004). 'Analiza mostovnih konstrukcija pobuđenih pokretnim opterećenjem', Građevinar, 56(06.), pp. 347-353. Available at: (Accessed 16 May 2021)
Štimac I, Meštrović D, Kožar I. Analiza mostovnih konstrukcija pobuđenih pokretnim opterećenjem. Građevinar [Internet]. 2004 [cited 2021 May 16];56(06.):347-353. Available from:
I. Štimac, D. Meštrović and I. Kožar, "Analiza mostovnih konstrukcija pobuđenih pokretnim opterećenjem", Građevinar, vol.56, no. 06., pp. 347-353, 2004. [Online]. Available: [Accessed: 16 May 2021]

An extended version of the software package "Okvirw" is presented in the paper. The initial software package was extended by adding a direct linear extrapolation algorithm with an average acceleration, which enabled dynamic analysis of random two-dimensional structures subjected to moveable load. This software package was used for analyzing effects of dynamic load on the viaduct forming part of the Čakovec interchange. Results obtained with the software package correspond well with results of dynamic measurements conducted on this structure.

numerical analysis; direct linear extrapolation; average acceleration; moveable load; bridge structures; software package “Okvirw”

Hrčak ID: 10156



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