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 :
بازگشت