• DocumentCode
    2467487
  • Title

    Cable tension monitoring of suspender arch bridges during cable tension adjustment stage basis on neural network algorithm

  • Author

    Ma, Yongjun ; Bi, Haipeng

  • Author_Institution
    Inner Mongolia Vocational & Tech. Coll. of Commun., Chifeng, China
  • fYear
    2011
  • fDate
    24-26 June 2011
  • Firstpage
    5771
  • Lastpage
    5773
  • Abstract
    Cable tension adjustment of suspender arch bridges is the key technology during the construction stages of this bridge type. Nowadays, there are some disadvantages of different degrees in commonly used cable tension monitoring methods during cable tension adjustment stage of suspender arch bridges. Therefore, the cable tention monitoring method of suspender arch bridges during cable tension adjustment basis on neural network algorithm is proposed. Strain and displacement in specific sections of arch ribs and stiffening girders are taken as input data in this method. While the cable tension is taken as output data. During the cable tension adjustment stage of suspender arch bridges, it only needs to collect the strain and displacement in specific sections, in order to analyze the cable tension. Finally, relying on a suspender arch bridge, the formed method is verified.
  • Keywords
    architecture; beams (structures); bridges (structures); cables (mechanical); elasticity; neural nets; structural engineering computing; supports; tensile strength; arch ribs; cable tension adjustment stage; cable tension monitoring methods; neural network algorithm; stiffening girders; suspender arch bridges; Artificial neural networks; Bridges; Communication cables; Force; Monitoring; Road transportation; Strain; cable tension; monitoring; neural network; suspender arch bridge;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
  • Conference_Location
    Nanjing
  • Print_ISBN
    978-1-4244-9172-8
  • Type

    conf

  • DOI
    10.1109/RSETE.2011.5965665
  • Filename
    5965665