• DocumentCode
    2798387
  • Title

    The study on modal analysis theory and measurement method for transmission towers

  • Author

    Xiaofeng, Liu

  • Author_Institution
    Tech. Supervision Dept., Jiangsu Frontier Electr. Power Technol. Co., Ltd., Nanjing, China
  • fYear
    2011
  • fDate
    15-17 July 2011
  • Firstpage
    1827
  • Lastpage
    1831
  • Abstract
    The modal experiment analysis of large structure is effective method of structure health evaluation in new century. Nowadays, the modal experiment data of transmitter tower is few, and moreover the modal experiment of whole transmission tower is nearly blank. This paper study and provide the modal experiment method of whole transmission tower which be stationary reference point and mobile measure point based on environmental exciting. And to apply this method to measure the preceding six orders natural frequency and modes shapes of the whole 500 kV transmission tower. Furthermore, by modal experiment and finite element analysis, the modal of diaphragm of this tower prematurely appears in the low frequency region which is adverse to structure security. So, the structure of diaphragm was optimized to strengthen the stiffness and amend the local vibration of diaphragm.
  • Keywords
    condition monitoring; elasticity; finite element analysis; modal analysis; poles and towers; structural engineering; vibrations; diaphragm; diaphragm vibration; finite element analysis; modal analysis theory; modal experiment analysis; stiffness; structure health evaluation; transmission tower; transmission towers; Finite element methods; Frequency measurement; Manganese; Poles and towers; Shape; Shape measurement; Vibrations; diaphragm; dynamics modification; environmental exciting; modal analysis; transmission tower; vibration;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
  • Conference_Location
    Hohhot
  • Print_ISBN
    978-1-4244-9436-1
  • Type

    conf

  • DOI
    10.1109/MACE.2011.5987317
  • Filename
    5987317