References
- CENELEC. Standard EN 50341-1:2005 Overhead electrical lines exceeding AC 45 kV Part 1: General requirements-Common specifications.
- CENELEC. Standard EN 50341-1:2012 Overhead electrical lines exceeding AC 1 kV Part 1: General requirements-Common specifications.
- PN-EN 50341-3-22:2010 Overhead electrical lines exceeding AC 45 kV. Part 2: Set of National Normative Aspects (NNA) for Poland, PKN 2010.
- PN-EN 50341-2-22:2016 Overhead electrical lines exceeding AC 1 kV. Part 2: Set of National Normative Aspects (NNA) for Poland, PKN 2016.
- Wandzik G. (2015). Design of power lines in Europe seen through the prism of national normative annexes to the EN 50341 standard. VI Scientific-technical Conference: Overhead Power Lines, Wisła 2015 (in Polish).
- Kapłański G., Kowalczyk G., Szojda L., Wandzik G., Włodarczyk K. (2022). Universal Modular Support Structures (UMKW) as an Alternative for Power Transmission in Emergency Situations. 30 Conference on Structural Failures, Międzyzdroje 2022 (in Polish).
- Wandzik G.: UMKW – Line (2023). Computer software for the analysis of conductors and loads on overhead line support structures According to the PN-EN 50341, Gliwice, 2020-2023.
- Bakeer T. (2022). The theory of homogeneity of nonlinear structural systems. A general basis for structural safety assessment. https://arXiv: 2212.01423.
- CEN, Standard EN 1990:2010 (Eurocode 0) : Basis of structural design. Brussels, 2010.
- Gulvanessian H., Calgaro J.-A., Holicky M. (2012). Designers’ Guide to Eurocode EN 1990: Basis of structural design. ICE Publishing; 2nd edition, Thomas Telford Limited, London 2012.
- Ditlevsen O., Madsen H.O. (2007). Structural Reliability Methods Department of Mechanical Engineering, Technical University of Denmark, Copenhagen, Internet Edition 2.3.7.
- Eibl J. (1996). Nonlinear design and an appropriate safety format. IABSE Rep., vol. 74, Delft: International Association for Bridge and Structural Engineering; 1996. https://doi.org/10.5169/SEALS-56066.
- Castaldo P., Gino D., Mancini G. (2019). Safety formats for non-linear finite element analysis of reinforced concrete structures: discussion, comparison and proposals. Eng Struct; 193, 136–53. https://doi.org/10.1016/j.engstruct.2019.05.029.
- Teichgräber M., Fußeder M., b, Bletzinger K.-U., Straub D. (2023). Non-linear structural models and the partial safety factor concept. Structural Safety (103). https://doi.org/10.1016/j.strusafe.2023.102341.
- Fusseder M, Teichgräber M, Bletzinger K, Straub D, Goldbach A (2021). Investigations on the design of membrane structures with the semi-probabilistic safety concept. 10th Ed. Conf. Text. Compos. Inflatable Struct., CIMNE; 2021. https://doi.org/10.23967/membranes.2021.011.
- Uhlemann J., Stimpfle B., Stranghöner N (2014). Application of the semiprobabilistic safety concept of EN 1990 in the design of prestressed membrane structures. In: Proceedings of the EUROSTEEL. 2014.
- Stranghöner N, Uhlemann J, Bilginoglu F, Bletzinger K-U, Bögner-Balz H, Gerhold S, et al. (2016). Guideline for a European Structural Design of Tensile Membrane Structures Made from Fabrics and Foils-. Background documents in support to the implementation, harmonization and further development of the Eurocodes.
- Cigre Technical Brochure No 324 (B2.12.3): SagTension Calculation Methods for Overhead Lines. Cigre, June 2007.
- CEN, Standard EN 1993-3-1:2008, Eurocode 3: Design of Steel Structures. Part 3.1: Towers, Masts and Chimneys, Brussels, 2008.
- Mendera Z., Szojda L., Wandzik G. (2012). Steel Support Structures for Overhead Power Lines. Wydawnictwo Naukowe PWN SA, Warszawa (in Polish).
- Mendera Z., Szojda L., Wandzik G. (2017). Design of Steel Towers for Overhead Power Lines in the Context of European Standards. Wydawnictwo Naukowe PWN SA, Warszawa (in Polish).