Aerodynamics of guyed masts
Article Sidebar
Open full text
Issue Vol. 1 No. 1 (2007)
-
Analysis influence of Dmax on fracture mechanics parameters of concrete made of limestone aggregate at three point bending.
Grzegorz Golewski005-016
-
Building compartment surface layer with specific properties of radiation absorption and transmission.
Magdalena Grudzińska017-044
-
Durability of mineral-cement-emulsion mixtures bases (MCEM).
Jerzy Kukiełka045-056
-
Mechanical characteristics of Asphalt-Cement Concrete foundations (ACC).
Marzena Bajak057-086
-
The interference galloping of two circular cylinders with equal diameters.
Ewa Błazik-Borowa087-102
-
Aerodynamics of guyed masts
Jarosław Bęc103-118
-
Vortex excitation of tower-like structures of circular cross-sections.
Tomasz Lipecki119-143
Archives
-
Vol. 9 No. 2
2020-12-02 11
-
Vol. 8 No. 1
2020-12-02 9
-
Vol. 7 No. 2
2020-12-02 12
-
Vol. 6 No. 1
2020-12-02 13
-
Vol. 5 No. 2
2020-11-02 7
-
Vol. 4 No. 1
2020-11-02 9
-
Vol. 3 No. 2
2020-11-02 10
-
Vol. 2 No. 1
2020-11-02 9
-
Vol. 1 No. 1
2020-11-02 7
Main Article Content
DOI
Authors
Abstract
Guyed masts response to wind action, ice load and thermal action has been analysed in this paper. Computational model of wind action based on quasi-steady theory has been applied. It has been assumed that nodal displacements may be expressed as a linear combination of representative mode shapes. Special computer program has been made to allow analysis of such structures. It has been found that the selection of representative mode shapes is very influential on the calculations outcome. The obtained results have been compared with the ones calculated according to patch loads method presented in Eurocode 3. The dynamic part of forces calculated with own method are about half of the ones coming from the standard.
Keywords:
References
. Bathe K.-J., Finite Element Procedures, Prentice Hall Inc., 1996.
. Bęc, J.; Flaga, A., Analiza wpływu działań środowiskowych na częstości drgań własnych masztu z odciągami, Materiały 46. Konferencji Naukowo-Technicznej, Wrocław-Krynica 2000, str. 27-34.
. Bęc, J.; Flaga, A., Ice Loading of Guyed Masts, Proceedings of the 2nd Conference Problems of Technical Meteorology, Lviv 2002.
. Bęc, J.; Flaga, A., Vortex Excitation Modeling for Mast Guys, International Journal On Fluid Mechanics, 2002.
. Bęc, J.; Flaga, A., Vortex Excitation Modeling for Mast Guys, Proceedings of the 3EECWE, Kiev 2002. DOI: https://doi.org/10.1615/InterJFluidMechRes.v29.i3-4.100
. Bęc, J.; Flaga, A., Wind and Other Environmental Actions Influence on Static and Dynamic Characteristics of Guyed Masts, Proceedings of the 3rd European and African Conference on Wind Engineering, Eindhoven 2001.
. Chmielewski T., Podstawy dynamiki budowli, Wydawnictwo ARKADY 1996
. Davenport A.G., The Spectrum of Horizontal Gustiness Near the Ground in High Winds, Quaterly Journal of the Royal Meteorological Society, vol.87, 1961. DOI: https://doi.org/10.1002/qj.49708737208
. ENV 1993-3-1, Eurocode 3. Design of steel structures. Towers and masts, CEN 1997
. ESDU 81028: Lattice structures. Part 2: Mean fluid forces on tower-like space frames, November 1981.
. Flaga A., Quasisteady models of wind load on slender structures. Part 1. Case of a motionless structure, Archives of Civil Engineering, XL, 1, 1994, str. 3-28.
. Flaga A., Quasisteady models of wind load on slender structures. Part II. Case of a moving structure, Archives of Civil Engineering, XL, 1, 1994, 29-41.
. Flaga A., Quasisteady models of wind load on slender structures. Part III. Applications of quasisteady theory in aerodynamics of slender structures, Archives of Civil Engineering, XLI, 3, 1995, 343-376.
. Flaga A., Quasisteady Theory in Aerodynamics of Slender Structures, Sonderforschungsbereich Tragwerksdynamik, Ruhr Universitat Bochum.
. Simiu E., Wind Spectra and Dynamic along Wind Response, Journal of the Structural Division, Proc. ASCE, St9, 1974. DOI: https://doi.org/10.1061/JSDEAG.0003880
. Zienkiewicz O. C., Taylor R. L., The Finite Element Method, Mc Graw-Hill Book Company, 1997.
Article Details
Abstract views: 300
License

This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Budownictwo i Architektura supports the open science program. The journal enables Open Access to their publications. Everyone can view, download and forward articles, provided that the terms of the license are respected.
Publishing of articles is possible after submitting a signed statement on the transfer of a license to the Journal.
