Seismic Response Mitigation of Steel-Concrete Hybrid Wind Turbine Tower by Using Isolation Bearings and Distributed Tuned Mass Dampers
The onshore wind turbines are gradually developing with the aim of large single-unit capacity, large impeller diameter, and higher towers. The steel–concrete hybrid tubular tower structure is the mainstream structure of high-hub towers, whose lower part is a concrete tower tube and the upper part a...
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| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2024-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/vib/6563460 |
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