Static and dynamic approach to the analysis of wind gusts in case of a tower H=110 m
Steel lattice towers have large application in meteorology, and are regularly exposed to loads difficult to determine reliably, like wind and ice, and especially wind gusts and accompanied structural vibrations. EN 1993-3-1 treats such structures and requires checking of vibrations, but does not sup...
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Society for Materials and Structures testing of Serbia
2021
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oai:doaj.org-article:99caed80868f43d7831e8a5c0078e9902021-12-05T21:10:35ZStatic and dynamic approach to the analysis of wind gusts in case of a tower H=110 m2217-81392335-022910.5937/GRMK2103201Vhttps://doaj.org/article/99caed80868f43d7831e8a5c0078e9902021-01-01T00:00:00Zhttps://scindeks-clanci.ceon.rs/data/pdf/2217-8139/2021/2217-81392103201V.pdfhttps://doaj.org/toc/2217-8139https://doaj.org/toc/2335-0229Steel lattice towers have large application in meteorology, and are regularly exposed to loads difficult to determine reliably, like wind and ice, and especially wind gusts and accompanied structural vibrations. EN 1993-3-1 treats such structures and requires checking of vibrations, but does not supply methodology for it, neither allowed values for deformation and vibrations. The paper presents analysis of a tower 110 m high using the Finite Element Method (FEM), in case of wind gust, for iced and non-iced structure, both statically and dynamically. The results were compared and recommendations for future treatment of such sensitive structures were given.Vacev TodorBrčić StankoZorić AndrijaMilić MilošNešović IvanRanković SlobodanSociety for Materials and Structures testing of Serbiaarticlesteel towerseurocodefemwind gustsdynamic analysisEngineering (General). Civil engineering (General)TA1-2040ENSRGrađevinski Materijali i Konstrukcije, Vol 64, Iss 3, Pp 201-205 (2021) |
| institution |
DOAJ |
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DOAJ |
| language |
EN SR |
| topic |
steel towers eurocode fem wind gusts dynamic analysis Engineering (General). Civil engineering (General) TA1-2040 |
| spellingShingle |
steel towers eurocode fem wind gusts dynamic analysis Engineering (General). Civil engineering (General) TA1-2040 Vacev Todor Brčić Stanko Zorić Andrija Milić Miloš Nešović Ivan Ranković Slobodan Static and dynamic approach to the analysis of wind gusts in case of a tower H=110 m |
| description |
Steel lattice towers have large application in meteorology, and are regularly exposed to loads difficult to determine reliably, like wind and ice, and especially wind gusts and accompanied structural vibrations. EN 1993-3-1 treats such structures and requires checking of vibrations, but does not supply methodology for it, neither allowed values for deformation and vibrations. The paper presents analysis of a tower 110 m high using the Finite Element Method (FEM), in case of wind gust, for iced and non-iced structure, both statically and dynamically. The results were compared and recommendations for future treatment of such sensitive structures were given. |
| format |
article |
| author |
Vacev Todor Brčić Stanko Zorić Andrija Milić Miloš Nešović Ivan Ranković Slobodan |
| author_facet |
Vacev Todor Brčić Stanko Zorić Andrija Milić Miloš Nešović Ivan Ranković Slobodan |
| author_sort |
Vacev Todor |
| title |
Static and dynamic approach to the analysis of wind gusts in case of a tower H=110 m |
| title_short |
Static and dynamic approach to the analysis of wind gusts in case of a tower H=110 m |
| title_full |
Static and dynamic approach to the analysis of wind gusts in case of a tower H=110 m |
| title_fullStr |
Static and dynamic approach to the analysis of wind gusts in case of a tower H=110 m |
| title_full_unstemmed |
Static and dynamic approach to the analysis of wind gusts in case of a tower H=110 m |
| title_sort |
static and dynamic approach to the analysis of wind gusts in case of a tower h=110 m |
| publisher |
Society for Materials and Structures testing of Serbia |
| publishDate |
2021 |
| url |
https://doaj.org/article/99caed80868f43d7831e8a5c0078e990 |
| work_keys_str_mv |
AT vacevtodor staticanddynamicapproachtotheanalysisofwindgustsincaseofatowerh110m AT brcicstanko staticanddynamicapproachtotheanalysisofwindgustsincaseofatowerh110m AT zoricandrija staticanddynamicapproachtotheanalysisofwindgustsincaseofatowerh110m AT milicmilos staticanddynamicapproachtotheanalysisofwindgustsincaseofatowerh110m AT nesovicivan staticanddynamicapproachtotheanalysisofwindgustsincaseofatowerh110m AT rankovicslobodan staticanddynamicapproachtotheanalysisofwindgustsincaseofatowerh110m |
| _version_ |
1718371017366175744 |