DocumentCode :
479360
Title :
Rock Mass Deformation Analysis Based on Immune BP Network Model with Partial Least Squares Regression
Author :
Jin Yongqiang ; Zhao Erfeng
Author_Institution :
Coll. of Water Conservancy & Hydropower Eng., HoHai Univ., Nanjing
fYear :
2008
fDate :
12-14 Oct. 2008
Firstpage :
1
Lastpage :
4
Abstract :
Aiming at the correlation among variables, the non-linearity between independent variables and dependent variables, and the deficiency of traditional BP neural network in monitoring data analysis, a new model is proposed based on partial least squares regression method, BP neural network and immune clone algorithm. The model deals with the correlation according to least squares regression, settles the non-linearity with BP neural network, and moreover it applies immune clone algorithm to search of BP neural network Take rock mass deformation as the dependent variable and six factors of rock mass as the independent variables, a practical project are analyzed based on the model. The analysis result shows that the model is effective in overcoming the effects of correlation and nonlinearities, with a speedy and stable convergence. Therefore it has superiority in practical applications.
Keywords :
backpropagation; least squares approximations; neural nets; regression analysis; rocks; structural engineering computing; immune backpropagation network; immune clone algorithm; monitoring data analysis; neural network; partial least squares regression; rock mass deformation analysis; variable correlation; Artificial neural networks; Cloning; Computerized monitoring; Convergence; Data analysis; Deformable models; Least squares methods; Neural networks; Safety; Water resources;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Wireless Communications, Networking and Mobile Computing, 2008. WiCOM '08. 4th International Conference on
Conference_Location :
Dalian
Print_ISBN :
978-1-4244-2107-7
Electronic_ISBN :
978-1-4244-2108-4
Type :
conf
DOI :
10.1109/WiCom.2008.3053
Filename :
4681242
Link To Document :
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