DocumentCode
3363591
Title
Finite element analysis and test study of dynamic behavior of single-tower and double-face cable-stayed bridge
Author
Ju Yan-zhong ; Zhou Guan-nan ; Bai Jun-feng ; Zhang Xun-jiang
Author_Institution
Sch. of Civil Eng., Northeast Dianli Univ., Jilin, China
fYear
2010
fDate
26-28 June 2010
Firstpage
2814
Lastpage
2817
Abstract
Bridge ambient vibration test has an advantage of being simple, fast and cheap. In this paper, we take the example of Linjiangmen Bridge which is located in Jilin City, Jilin province. The dynamic test research on the characteristics of the natural vibration for the bridge is discussed. The authors calculate the characteristics of the natural vibration for the bridge with the structure analysis software-ANSYS, and compare them with the test results. The finite element calculation results coincide with the dynamic test results, which demonstrated that the ambient vibration tests are sufficient to identify the most significant modes for this kind of cable-stayed bridges. The Identified dynamic properties can be served as the basis in the finite element model updating, damage detection, condition assessment and health monitoring of the bridge.
Keywords
bridges (structures); condition monitoring; dynamic testing; finite element analysis; vibrations; ANSYS; Linjiangmen Bridge; bridge ambient vibration test; condition assessment; damage detection; double-face cable-stayed bridge; dynamic behavior; dynamic test research; finite element analysis; health monitoring; natural vibration; single-tower bridge; structure analysis software; Bridges; Civil engineering; Finite element methods; Frequency; Intelligent sensors; Poles and towers; Sensor phenomena and characterization; Testing; Vehicle dynamics; Vibration measurement; ambient vibration; dynamic test; modal analysis; single pylon cable-stayed bridg;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5536465
Filename
5536465
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