DocumentCode :
2461920
Title :
Application of BFGS-BP to Structure Deformation Monitoring Data Processing
Author :
Wang Zegen ; Gao Yuyun ; Hou Liqun
Author_Institution :
Sch. of Civil Eng. & Archit., Southwest Pet. Univ., Chengdu, China
fYear :
2010
fDate :
17-19 Dec. 2010
Firstpage :
900
Lastpage :
903
Abstract :
In order to overcome the disadvantages such as low calculation precision and convergence rate of traditional BP neural network algorithm, a kind of nonlinear optimization method-BFGS method for unconstrained extreme problem is introduced into BP neural network algorithm, and a BFGS-BP neural network model is developed, which is applied well in structure deformation monitoring data processing and forecasting with uncertainty and nonlinearity. With the example of the observation data of vault crown settlement of some tunnel construction process, the test of training and forecast experiments of BFGS - BP were developed. The result shows that BFGS-BP model has higher calculation precision and convergence rate than the traditional one.
Keywords :
backpropagation; computerised monitoring; deformation; neural nets; optimisation; structural engineering computing; tunnels; BFGS-BP neural network model; low calculation precision; nonlinear optimization; structure deformation monitoring data processing; tunnel construction process; vault crown settlement; Artificial neural networks; Convergence; Data models; Deformable models; Monitoring; Predictive models; Training; BFGS algorithm; BP neural network; data processing; structure deformation monitoring;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Computational and Information Sciences (ICCIS), 2010 International Conference on
Conference_Location :
Chengdu
Print_ISBN :
978-1-4244-8814-8
Electronic_ISBN :
978-0-7695-4270-6
Type :
conf
DOI :
10.1109/ICCIS.2010.223
Filename :
5709234
Link To Document :
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