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Effect of accidental torsion on seismic response of symmetrical structures

Verica Raduka
Marija Nikolić

Puni tekst: hrvatski, pdf (409 KB) str. 951-957 preuzimanja: 1.124* citiraj
APA 6th Edition
Raduka, V. i Nikolić, M. (2010). Utjecaj slučajne torzije na seizmički. Građevinar, 62 (10.), 951-957. Preuzeto s
MLA 8th Edition
Raduka, Verica i Marija Nikolić. "Utjecaj slučajne torzije na seizmički." Građevinar, vol. 62, br. 10., 2010, str. 951-957. Citirano 13.04.2021.
Chicago 17th Edition
Raduka, Verica i Marija Nikolić. "Utjecaj slučajne torzije na seizmički." Građevinar 62, br. 10. (2010): 951-957.
Raduka, V., i Nikolić, M. (2010). 'Utjecaj slučajne torzije na seizmički', Građevinar, 62(10.), str. 951-957. Preuzeto s: (Datum pristupa: 13.04.2021.)
Raduka V, Nikolić M. Utjecaj slučajne torzije na seizmički. Građevinar [Internet]. 2010 [pristupljeno 13.04.2021.];62(10.):951-957. Dostupno na:
V. Raduka i M. Nikolić, "Utjecaj slučajne torzije na seizmički", Građevinar, vol.62, br. 10., str. 951-957, 2010. [Online]. Dostupno na: [Citirano: 13.04.2021.]

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.

Ključne riječi
symmetrical structure, accidental torsion, seismic response; torsional rigidity; translational rigidity; accidental eccentricity

Hrčak ID: 61471



Posjeta: 1.371 *