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CONFERENCE PROCEEDINGS INTERNATIONAL CONFERENCE
"CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2015 "
FACULTY OF CIVIL ENGINEERING SUBOTICA , 2015.y., pp. 347-350


THEORETICAL ANALYSIS OF DYNAMIC EFFECTS 1D MODEL INDUCED BY THE ACTION OF EXTERNAL DISPLACEMENT
 
DOI: 10.14415/konferencijaGFS 2015.043
UDC: 624.042:519.6
CC-BY-SA 4.0 license
Author : Miličić, Ilija M.; Romanić, Milan J.
 
 Summary:
 In this paper computer modeling and simulation of dynamic model treated forced, damped oscillations of a single degree of freedom of displacement. External forced fact modeled as a function of displacement whose frequency ratio is 3 – 9 – 27 tenth of the value of the natural frequency of oscillation model. Based on the theoretical analysis, computer simulations of the dynamic response model has been shown to have a small size displacement at the highest frequencies of external excitation.
 
 Keywords:
 Modelling, simulation, dynamic model, the amplitude, frequency oscillations.