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JOURNAL OF FACULTY OF CIVIL ENGINEERING
INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVILENGINEERING 25, 2014.y., pp. 439-445


FREQUENCY- AND TIME-DOMAIN METHODS RELATED TO FLUTTER INSTABILITY PROBLEM
 
DOI: 10.14415/konferencijaGFS2014.060
UDC: 624.21:624.042
CC-BY-SA 4.0 license
Author : Šarkić, Anina; Jočković, Miloš; Brčić, Stanko
 
 Summary:
 Bridge flutter phenomenon presents an important criterion of instability, which has to be considered in the bridge design phase. This paper presents different bridge flutter methods which can be used to solve the flutter problem, such as most commonly used frequency-domain approach, then equivalent approuch in time-domain, and the approximation based on the quasi-steady theory. A numerical example related to the tipical bridge cross-section follows presented approaches.
 
 Keywords:
 Flutter, flutter solution, unsteady load models