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