DocumentCode :
535279
Title :
A method for identification of flutter derivatives of bridge decks
Author :
He Wei
Author_Institution :
Sichuan Coll. of Archit. Technol., Deyang, China
Volume :
6
fYear :
2010
fDate :
16-18 Oct. 2010
Firstpage :
2946
Lastpage :
2950
Abstract :
For the sake of increasing the precision of identifying flutter derivatives of bridge decks and the stability of convergence in the process of nonlinear least-square iteration, based on the decaying free motion records of bridge deck segment model, a new method was put forward to identify flutter derivatives of bridge deck. Based on a thin plate and the Chongqing CaiyUanba long bridge over Yangtze river, the wind tunnel tests of their section models were carried out, and their flutter derivatives were identified by the new method. The results have indicated the effectiveness of the method.
Keywords :
aerodynamics; bridges (structures); iterative methods; least squares approximations; mechanical stability; mechanical testing; structural engineering; wind tunnels; Chongqing CaiyUanba long bridge; Yangtze river; bridge deck segment model; convergence stability; decaying free motion record; flutter derivative identification; nonlinear least square iteration; wind tunnel test; Aerodynamics; Bridges; Mathematical model; Noise; Structural beams; Vibrations; Wind speed; bridge deck; flutter derivatives; improved nonlinear least-square method; parameter identification;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Image and Signal Processing (CISP), 2010 3rd International Congress on
Conference_Location :
Yantai
Print_ISBN :
978-1-4244-6513-2
Type :
conf
DOI :
10.1109/CISP.2010.5647533
Filename :
5647533
Link To Document :
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