Deflection Determination of Reinforced Concrete Support Poles for Overhead Transmission Lines

The paper contains values of torque magnification ratio while shifting vertical loads due to horizontal wind forces affecting on supports of overhead transmission lines of 35 kV and higher. These values pertain to various types of unified reinforced concrete conic and cylindrical supports while chan...

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Main Authors: M. A. Korotkevich, M. I. Mlynchik
Format: Article
Language:Russian
Published: Belarusian National Technical University 2011-10-01
Series:Izvestiâ Vysših Učebnyh Zavedenij i Ènergetičeskih ob Edinennij SNG. Ènergetika
Online Access:https://energy.bntu.by/jour/article/view/258
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author M. A. Korotkevich
M. I. Mlynchik
author_facet M. A. Korotkevich
M. I. Mlynchik
author_sort M. A. Korotkevich
collection DOAJ
description The paper contains values of torque magnification ratio while shifting vertical loads due to horizontal wind forces affecting on supports of overhead transmission lines of 35 kV and higher. These values pertain to various types of unified reinforced concrete conic and cylindrical supports while changing climatic conditions. The values make it possible to exclude rather complicated calculations in respect of support deflection in the case when there is uncertainty in initial data.
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spelling doaj.art-4792750207e2434e82a964c69d62fab32023-03-13T07:41:47ZrusBelarusian National Technical UniversityIzvestiâ Vysših Učebnyh Zavedenij i Ènergetičeskih ob Edinennij SNG. Ènergetika1029-74482414-03412011-10-01051116252Deflection Determination of Reinforced Concrete Support Poles for Overhead Transmission LinesM. A. Korotkevich0M. I. Mlynchik1Белорусский национальный технический университетБелорусский национальный технический университетThe paper contains values of torque magnification ratio while shifting vertical loads due to horizontal wind forces affecting on supports of overhead transmission lines of 35 kV and higher. These values pertain to various types of unified reinforced concrete conic and cylindrical supports while changing climatic conditions. The values make it possible to exclude rather complicated calculations in respect of support deflection in the case when there is uncertainty in initial data.https://energy.bntu.by/jour/article/view/258
spellingShingle M. A. Korotkevich
M. I. Mlynchik
Deflection Determination of Reinforced Concrete Support Poles for Overhead Transmission Lines
Izvestiâ Vysših Učebnyh Zavedenij i Ènergetičeskih ob Edinennij SNG. Ènergetika
title Deflection Determination of Reinforced Concrete Support Poles for Overhead Transmission Lines
title_full Deflection Determination of Reinforced Concrete Support Poles for Overhead Transmission Lines
title_fullStr Deflection Determination of Reinforced Concrete Support Poles for Overhead Transmission Lines
title_full_unstemmed Deflection Determination of Reinforced Concrete Support Poles for Overhead Transmission Lines
title_short Deflection Determination of Reinforced Concrete Support Poles for Overhead Transmission Lines
title_sort deflection determination of reinforced concrete support poles for overhead transmission lines
url https://energy.bntu.by/jour/article/view/258
work_keys_str_mv AT makorotkevich deflectiondeterminationofreinforcedconcretesupportpolesforoverheadtransmissionlines
AT mimlynchik deflectiondeterminationofreinforcedconcretesupportpolesforoverheadtransmissionlines