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