Please use this identifier to cite or link to this item: https://doi.org/10.15480/882.324
Title: Simplified flutter prediction for bridges with bluff cross-section
Language: English
Authors: Starossek, Uwe 
Issue Date: 1994
Publisher: Elsevier
Source: Structural Engineering Review, Vol. 6, No. 1, pp. 35-38, 1994
Journal or Series Name: Structural engineering review 
Abstract (english): Wind-induced flutter of bridges occurs as coupled torsional and vertical oscillation, or uncoupled torsional oscillation. Bridges with bluff, non-streamlined sections are prone to torsional flutter. Prediction of torsional flutter on the basis of measured aerodynamic derivatives essentially corresponds to the prediction of coupled flutter, although, compared to the latter, it can be largely simplified. The theoretical background is discussed and the given formulae are checked against empirical data. It is found that simplification is recommendable only up to a certain degree.
URI: http://tubdok.tub.tuhh.de/handle/11420/326
DOI: 10.15480/882.324
ISSN: 0952-5807
Institute: Baustatik B-4 
Type: (wissenschaftlicher) Artikel
Appears in Collections:Publications (tub.dok)

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