APA 6th Edition TRIŠOVIĆ, N., MANESKI, T. i KOZAK, D. (2010). Developed procedure for dynamic reanalysis of structures. Strojarstvo, 52 (2), 147-158. Preuzeto s https://hrcak.srce.hr/56742
MLA 8th Edition TRIŠOVIĆ, Nataša, et al. "Developed procedure for dynamic reanalysis of structures." Strojarstvo, vol. 52, br. 2, 2010, str. 147-158. https://hrcak.srce.hr/56742. Citirano 20.10.2021.
Chicago 17th Edition TRIŠOVIĆ, Nataša, Taško MANESKI i Dražan KOZAK. "Developed procedure for dynamic reanalysis of structures." Strojarstvo 52, br. 2 (2010): 147-158. https://hrcak.srce.hr/56742
Harvard TRIŠOVIĆ, N., MANESKI, T., i KOZAK, D. (2010). 'Developed procedure for dynamic reanalysis of structures', Strojarstvo, 52(2), str. 147-158. Preuzeto s: https://hrcak.srce.hr/56742 (Datum pristupa: 20.10.2021.)
Vancouver TRIŠOVIĆ N, MANESKI T, KOZAK D. Developed procedure for dynamic reanalysis of structures. Strojarstvo [Internet]. 2010 [pristupljeno 20.10.2021.];52(2):147-158. Dostupno na: https://hrcak.srce.hr/56742
IEEE N. TRIŠOVIĆ, T. MANESKI i D. KOZAK, "Developed procedure for dynamic reanalysis of structures", Strojarstvo, vol.52, br. 2, str. 147-158, 2010. [Online]. Dostupno na: https://hrcak.srce.hr/56742. [Citirano: 20.10.2021.]
Sažetak Structural dynamic modification techniques can be defined as methods
by which dynamic behavior of a structure is improved by predicting the
modified behavior brought about by adding modifications like those of
lumped masses, rigid links, dampers, beams etc. or by variations in the
configuration parameters of the structure itself. The methods of structural
dynamic modification, especially those with their roots in finite element
models, have often been described as reanalysis. The present paper deals
with the problem of improving of dynamic characteristics some structures.
New dynamic modification procedure is given as using distribution of
potential and kinetic energy in every finite element is used for analysis.
The main goal of dynamic modification is to increase natural frequencies
and to increase the difference between them. Some information should be
prepared, before setting up the FE model. The first pack of information
includes referent peaces of information about the structure: size, material,
and boundary conditions.