• DocumentCode
    1435329
  • Title

    Transactions section: Conductor vibration — Theory of torsional dampers

  • Author

    Speight, James W.

  • Author_Institution
    Hydro-Electric Power Commission of Ontario, Toronto, Ontario, Can.
  • Volume
    60
  • Issue
    10
  • fYear
    1941
  • Firstpage
    907
  • Lastpage
    911
  • Abstract
    The paper is a theoretical treatment of the torsional damper which has been applied effectively to the protection of transmission line conductors from fatigue failures due to aeolian vibrations. The formulae of the energy dissipation are derived for three cases, viz., a single rigid damper, two rigid dampers at one end of a span, and a single damper with a resilient joint at the centre of gravity. The results are valuable in understanding the mode of operation of the torsional damper and point to certain optimum features of design. The formulae can be used for numerical calculations when the physical constants are known.
  • Keywords
    Clamps; Conductors; Damping; Gravity; Joints; Shock absorbers; Vibrations;
  • fLanguage
    English
  • Journal_Title
    Electrical Engineering
  • Publisher
    ieee
  • ISSN
    0095-9197
  • Type

    jour

  • DOI
    10.1109/EE.1941.6434503
  • Filename
    6434503