Wind-Induced Response Analysis and Fatigue Reliability Study of a Steel–Concrete Composite Wind Turbine Tower
Taking an actual 3MW steel–concrete composite wind turbine tower as an example, a finite element model of the tower structure was established, and static bearing capacity and dynamic time history response analyses were performed to identify the locations where the structure is prone to failure. On t...
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| Główni autorzy: | , , , , |
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| Format: | Artigo |
| Język: | Inglês |
| Wydane: |
MDPI AG
2024-06-01
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| Seria: | Buildings |
| Hasła przedmiotowe: | |
| Dostęp online: | https://www.mdpi.com/2075-5309/14/6/1740 |
| Etykiety: |
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