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
Link To Document