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 :
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