The effectiveness of vibration damper attached to the cable due to wind action

Irena Gołębiowska; Maciej Dutkiewicz

doi:10.1051/epjconf/201714302029

All issues

Volume 143 (2017)

EPJ Web Conf., 143 (2017) 02029

References

Open Access

Issue		EPJ Web Conf. Volume 143, 2017 EFM16 – Experimental Fluid Mechanics 2016


Article Number		02029
Number of page(s)		5
Section		Contributions
DOI		https://doi.org/10.1051/epjconf/201714302029
Published online		12 May 2017

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[1] I. Gołębiowska, K. Peszyński, Reduction of Cable Vibrations Caused by Wind, Engineering Mechanics, 22th International Conference Engineering Mechanics, Svratka 2016 [Google Scholar]

[2] I. Gołębiowska, M. Dutkiewicz, B. Usewicz, Sposoby tłumienia drgań napowietrznych linii elektroenergetycznych, TTS Technika Transportu Szynowego - 2015, 12, 2544–2548 [Google Scholar]

[3] B.M. Pacheco, Y. Fujino, A. Sulekh, Estimation Curve for Modal Damping in Stay Cables with Viscous Damper, J. Struct. Engrg., ASCE, 119(6), (1993). [CrossRef] [Google Scholar]

[4] K. Uno, S. Kitagawa, H. Tsutsumi, A. Inoue, S. Nakaya, A simple method of designing cable vibration dampers of cable-stayed bridges, J. of Struct.l Eng., JSCE, Vol. 37A, pp.789–798, (1991) [Google Scholar]

[5] H. Q. Wang, J. C. Miao, J. H. Luo, F. Huang, and L. G. Wang, The free vibration of long-span transmission line conductors with dampers, Journal of Sound and Vibr., 208(4):501 (1997). [CrossRef] [Google Scholar]

[6] H. Meynen, P. Verma, P. Hagedorn, M. Schafer, On the numerical simulation of vortexinduced vibrations of oscillating conductors, J. of Fluids and Struct., 21(1) (2005). [CrossRef] [Google Scholar]

[7] J. Hajduk, J. Osiecki, Ustroje cięgnowe, teoria i obliczanie, WNT Warszawa (1970) [Google Scholar]

[8] J. Vecchiarelli, I.G. Curie, D.G. Havard, Computational analysis of aeolian conductor vibration with a stockbridge-type damper, J. of fluids and struct. 14, 489–509 (2000) [CrossRef] [Google Scholar]