• 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