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Abstract
The article discusses the issue of reliability assessment of overhead power lines by means of both Monte Carlo Method and Response Surface Method. The suspension tower OS24 ON150+10 is considered, as the weakest element of the line. A comparison is made between deterministic and probabilistic approaches to wind and icing loading. The PDFs for wind and icing loads are proposed. Reliability is assessed for both critical atmospheric loading conditions of the structure and tension produced in the conductors.
Authors (3)
-
Jose Bosch Llufriu
- Universitat Politecnica de Catalunya Escola Tecnica Superior d'Enginyeria de Camins, Canals i Ports
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Details
- Category:
- Conference activity
- Type:
- publikacja w wydawnictwie zbiorowym recenzowanym (także w materiałach konferencyjnych)
- Title of issue:
- PCM-CMM-2015 - 3rd Polish Congress of Mechanics and 21st International Conference on Computer Methods in Mechanics - Book of Short Papers. vol. 2 strony 747 - 748
- Language:
- English
- Publication year:
- 2015
- Bibliographic description:
- Winkelmann K., Bosch Llufriu J., Górski J.: Structural reliability of overhead power lines by means of Monte Carlo Method and RSM// PCM-CMM-2015 - 3rd Polish Congress of Mechanics and 21st International Conference on Computer Methods in Mechanics - Book of Short Papers. vol. 2/ ed. Michał Kleiber, Tadeusz Burczyński, Krzysztof Wilde, Jarosław Górski, Karol Winkelmann & Łukasz Smakosz Gdańsk: Drukarnia WIB Piotr Winczewski, 2015, s.747-748
- Verified by:
- Gdańsk University of Technology
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