DocumentCode
3171969
Title
Dynamic model updating of long-span bridge based on optimization design principle under environment excitation
Author
Zhao, Qing
Author_Institution
Dept. of Civil Eng., Anhui Inst. of Archit. & Ind., Hefei, China
fYear
2011
fDate
16-18 April 2011
Firstpage
1178
Lastpage
1181
Abstract
Taking an engineering design case about the dynamic model updating of long-span bridge under environment excitation, the three dynamic calculating models of the cable-stayed bridge are created by the finite element analysis program ANSYS, and the dynamic characteristics were analyzed, further by experimental results carried out on three models optimized amendment. The analysis results show that according to long-span bridge modal field measurement data, combined with the finite model updating method based on optimization design principle, the dynamic model of long-span bridge can get well. This method is effective and practical to amend the better, for bridge structural health monitoring, damage identification and condition assessment study provides a more reliable finite element model.
Keywords
bridges (structures); cables (mechanical); condition monitoring; design for environment; finite element analysis; optimisation; structural engineering; cable-stayed bridge; condition assessment; damage identification; dynamic calculating model; engineering design; environment excitation; finite element analysis program ANSYS; finite model updating method; long-span bridge modal field measurement data; optimization design principle; structural health monitoring; Analytical models; Bridges; Finite element methods; Frequency measurement; Optimization; Poles and towers; Structural beams; bridge engineering; environment excitation; long-span bridge; model updating; optimization design;
fLanguage
English
Publisher
ieee
Conference_Titel
Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
Conference_Location
XianNing
Print_ISBN
978-1-61284-458-9
Type
conf
DOI
10.1109/CECNET.2011.5769445
Filename
5769445
Link To Document