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  • The paper deals with modelling of the overhead line dynamics using catenary description. Introductory part describes key benefits of dynamic modelling in this field and consequently explains one of the models used. The dynamic model is derived from string equation. The main contribution of the developed model is complex simulation in 3D. The model of overhead line (OHL) shaking is generally based on the superposition of harmonic components of particular spatial coordinates. Individual harmonic coordinate components are finally composed together. The results consist of a continuous description of the position of the wire along its length in both space and time domains. The model thus allows calculations of un-even effects of forces along OHL length (eg. different thickness of icing). The accuracy of the calculation is determined by the number of harmonics calculated and other parameters (eg. step size, simulation time, solver method etc.). The model is actually a combination of continuous and discrete calculations. All model function blocks are described in equation form.
  • The paper deals with modelling of the overhead line dynamics using catenary description. Introductory part describes key benefits of dynamic modelling in this field and consequently explains one of the models used. The dynamic model is derived from string equation. The main contribution of the developed model is complex simulation in 3D. The model of overhead line (OHL) shaking is generally based on the superposition of harmonic components of particular spatial coordinates. Individual harmonic coordinate components are finally composed together. The results consist of a continuous description of the position of the wire along its length in both space and time domains. The model thus allows calculations of un-even effects of forces along OHL length (eg. different thickness of icing). The accuracy of the calculation is determined by the number of harmonics calculated and other parameters (eg. step size, simulation time, solver method etc.). The model is actually a combination of continuous and discrete calculations. All model function blocks are described in equation form. (en)
Title
  • Dynamic Model of Overhead Line Mechanics
  • Dynamic Model of Overhead Line Mechanics (en)
skos:prefLabel
  • Dynamic Model of Overhead Line Mechanics
  • Dynamic Model of Overhead Line Mechanics (en)
skos:notation
  • RIV/68407700:21230/12:00199666!RIV13-MSM-21230___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM6840770017)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 132503
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21230/12:00199666
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • OHL; Catenary; dynamic model (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [3B187B143926]
http://linked.open...v/mistoKonaniAkce
  • Brno
http://linked.open...i/riv/mistoVydani
  • Brno
http://linked.open...i/riv/nazevZdroje
  • Proceedings of the 13th International Scientific Conference EPE 2012
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Müller, Miroslav
  • Tlustý, Josef
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Vysoké učení technické v Brně. Fakulta elektrotechniky a komunikačních technologií
https://schema.org/isbn
  • 978-80-214-4514-7
http://localhost/t...ganizacniJednotka
  • 21230
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