1997
DOI: 10.1109/61.584433
|View full text |Cite
|
Sign up to set email alerts
|

Comparative field tests of various practices for the control of wind-induced conductor motion

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1

Citation Types

0
1
0
1

Year Published

2013
2013
2023
2023

Publication Types

Select...
3
2

Relationship

0
5

Authors

Journals

citations
Cited by 5 publications
(4 citation statements)
references
References 3 publications
0
1
0
1
Order By: Relevance
“…For describing the bending characteristics of the slack conductor, it is considered as a linear elastic Euler-Bernoulli beam coupled with a Bouc-Wen model [12], [15]. The bending deflection v(x, t) of the linear Euler-Bernoulli beam under an external load F (t) = F sin (Ωt) , see Fig.…”
Section: A Analytical Approachmentioning
confidence: 99%
See 1 more Smart Citation
“…For describing the bending characteristics of the slack conductor, it is considered as a linear elastic Euler-Bernoulli beam coupled with a Bouc-Wen model [12], [15]. The bending deflection v(x, t) of the linear Euler-Bernoulli beam under an external load F (t) = F sin (Ωt) , see Fig.…”
Section: A Analytical Approachmentioning
confidence: 99%
“…To study specifically bretelle dampers, field tests have been carried out by Van Dyke et al [12] and Leblond et al [13].…”
Section: Introductionmentioning
confidence: 99%
“…En effet, même pour de petites vitesses de vent (inférieures à 7 m.s À1 ), de nombreuses études ont prouvé l'existence de vibrations de faible amplitude avec des fréquences relativement élevées (jusqu'à 50 Hz). Parmi ces recherches expérimentales, des études ont été effectuées par l'intermédiaire de mesures in situ [2] et d'essais en laboratoire [3]. Ces analyses expérimentales, ainsi que les retours d'expérience des opérateurs sur le terrain, ont conduit RTE à considérer comme prioritaire l'étude de ce phénomène vibratoire, nommé "vibrations éoliennes" (aeolian vibration en anglais) par opposition au phénomène de galop.…”
Section: Approche Retenue Pour Le Volet Mécanique Du Projetunclassified
“…It dissipates the energy of conductors by self-vibration, thus its energy dissipation characteristics are related to its self-damping characteristics. Dyke and Hardy (1997) tested the lines fixed the stockbrige damper, wire damper or spacer damper and made collusions that the wire damper has the similar anti-vibration effect with the stockbridge dampers. Kamiyama (1999) introduced that the crosswire dampers were used in the anti-vibration design for an over-water crossing of the osakithermal power line.…”
mentioning
confidence: 99%