Strength demands of tall wind turbines subject to earthquakes and wind load
Wind and earthquake load have historically been conceived to act independently. However, if we reflect on the fact that major seismic events are usually followed by a number of aftershocks and that wind is constantly flowing at high intensities around wind farms, which induces additional demands of...
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| Published in | Procedia engineering Vol. 199; pp. 3212 - 3217 |
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| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
2017
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| Subjects | |
| Online Access | Get full text |
| ISSN | 1877-7058 1877-7058 |
| DOI | 10.1016/j.proeng.2017.09.318 |
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| Abstract | Wind and earthquake load have historically been conceived to act independently. However, if we reflect on the fact that major seismic events are usually followed by a number of aftershocks and that wind is constantly flowing at high intensities around wind farms, which induces additional demands of resistance to infrastructure, then the joint probability of middle-to strong earthquakes and low-to mild wind events becomes more relevant. In this paper a generalised approach is used to estimate the ratio between earthquake and wind forces and their effect on infrastructure. Following, a probabilistic analysis is carried out to show that under certain conditions the combination of these natural events can induce additional demands of strength and ductility to wind turbines which could lead to unforeseen damage. |
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| AbstractList | Wind and earthquake load have historically been conceived to act independently. However, if we reflect on the fact that major seismic events are usually followed by a number of aftershocks and that wind is constantly flowing at high intensities around wind farms, which induces additional demands of resistance to infrastructure, then the joint probability of middle-to strong earthquakes and low-to mild wind events becomes more relevant. In this paper a generalised approach is used to estimate the ratio between earthquake and wind forces and their effect on infrastructure. Following, a probabilistic analysis is carried out to show that under certain conditions the combination of these natural events can induce additional demands of strength and ductility to wind turbines which could lead to unforeseen damage. |
| Author | Martinez-Vazquez, P. Baniotopoulos, C. Gkantou, M. |
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| Cites_doi | 10.3390/en7053056 10.1193/123011EQS316M 10.1016/j.engstruct.2006.08.024 10.13031/2013.18324 10.1061/(ASCE)0733-9399(1993)119:11(2333) 10.1061/(ASCE)0733-9445(1993)119:5(1319) |
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| Keywords | earthquake wind load multi-hazard load scenarios hyper-tall wind turbines |
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| SubjectTerms | earthquake hyper-tall wind turbines multi-hazard load scenarios wind load |
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| Title | Strength demands of tall wind turbines subject to earthquakes and wind load |
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