APA 6th Edition Raduka, V. i Nikolić, M. (2010). Utjecaj slučajne torzije na seizmički. Građevinar, 62 (10.), 951-957. Preuzeto s https://hrcak.srce.hr/61471
MLA 8th Edition Raduka, Verica i Marija Nikolić. "Utjecaj slučajne torzije na seizmički." Građevinar, vol. 62, br. 10., 2010, str. 951-957. https://hrcak.srce.hr/61471. Citirano 13.04.2021.
Chicago 17th Edition Raduka, Verica i Marija Nikolić. "Utjecaj slučajne torzije na seizmički." Građevinar 62, br. 10. (2010): 951-957. https://hrcak.srce.hr/61471
Harvard Raduka, V., i Nikolić, M. (2010). 'Utjecaj slučajne torzije na seizmički', Građevinar, 62(10.), str. 951-957. Preuzeto s: https://hrcak.srce.hr/61471 (Datum pristupa: 13.04.2021.)
Vancouver Raduka V, Nikolić M. Utjecaj slučajne torzije na seizmički. Građevinar [Internet]. 2010 [pristupljeno 13.04.2021.];62(10.):951-957. Dostupno na: https://hrcak.srce.hr/61471
IEEE V. Raduka i M. Nikolić, "Utjecaj slučajne torzije na seizmički", Građevinar, vol.62, br. 10., str. 951-957, 2010. [Online]. Dostupno na: https://hrcak.srce.hr/61471. [Citirano: 13.04.2021.]
Sažetak The difference in seismic response of symmetrical frame structures with different torsional and translational stiffness values, as dependent on selection of accidental torsion modelling method in dynamic analysis, is analysed in the paper. It is demonstrated that dynamic effects of accidental eccentricity have been underestimated in usual quasi-static analyses, which is especially true in the area of torsional resonance. The results obtained have been confirmed by analytical solutions obtained on a simplified mathematical model.