Seismic performance analysis of a wind turbine tower subjected to earthquake and ice actions.

Sea ice is one of the main loads acting on a wind turbine tower in areas prone to icing, and this threatens safe working life of the wind turbine tower. In our study, a simplified calculated model of ice, wind turbine tower, and water dynamic interaction under earthquake action was proposed, which c...

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Published in:PLOS ONE
Main Authors: Shuai Huang, Yuejun Lyu, Liwei Xiu, Haijun Sha
Format: Article in Journal/Newspaper
Language:English
Published: Public Library of Science (PLoS) 2021
Subjects:
R
Q
Online Access:https://doi.org/10.1371/journal.pone.0247557
https://doaj.org/article/c1319801504b456aadbdb6ad365da459
id ftdoajarticles:oai:doaj.org/article:c1319801504b456aadbdb6ad365da459
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spelling ftdoajarticles:oai:doaj.org/article:c1319801504b456aadbdb6ad365da459 2023-05-15T18:17:19+02:00 Seismic performance analysis of a wind turbine tower subjected to earthquake and ice actions. Shuai Huang Yuejun Lyu Liwei Xiu Haijun Sha 2021-01-01T00:00:00Z https://doi.org/10.1371/journal.pone.0247557 https://doaj.org/article/c1319801504b456aadbdb6ad365da459 EN eng Public Library of Science (PLoS) https://doi.org/10.1371/journal.pone.0247557 https://doaj.org/toc/1932-6203 1932-6203 doi:10.1371/journal.pone.0247557 https://doaj.org/article/c1319801504b456aadbdb6ad365da459 PLoS ONE, Vol 16, Iss 3, p e0247557 (2021) Medicine R Science Q article 2021 ftdoajarticles https://doi.org/10.1371/journal.pone.0247557 2022-12-31T08:00:55Z Sea ice is one of the main loads acting on a wind turbine tower in areas prone to icing, and this threatens safe working life of the wind turbine tower. In our study, a simplified calculated model of ice, wind turbine tower, and water dynamic interaction under earthquake action was proposed, which could avoid to solve a large number of nonlinear equations. Then, the seismic behaviour of the wind turbine tower with and without the influence of sea ice was investigated, and we found that the influence of the greater mass of the sea ice on the seismic response of a wind turbine tower should be considered when the wind turbine tower is designed in an area with thick ice. With the influence of the most unfavourable ice mass, the deformation and energy dissipation capacity of the wind turbine tower are decreased, and the wall thickness or stiffening rib thickness should be increased to improve the seismic performance and ductility of the wind turbine tower; the shear force and bending moment increased significantly on the wind turbine tower, and the shear force changes at the bottom of the wind turbine tower and position of action of the sea ice: attention should be paid to the wind turbine tower design at these positions. Finally, we conducted the shaking table test, and verified the rationality of our proposed simplified model. Article in Journal/Newspaper Sea ice Directory of Open Access Journals: DOAJ Articles Tower The ENVELOPE(-58.479,-58.479,-62.215,-62.215) PLOS ONE 16 3 e0247557
institution Open Polar
collection Directory of Open Access Journals: DOAJ Articles
op_collection_id ftdoajarticles
language English
topic Medicine
R
Science
Q
spellingShingle Medicine
R
Science
Q
Shuai Huang
Yuejun Lyu
Liwei Xiu
Haijun Sha
Seismic performance analysis of a wind turbine tower subjected to earthquake and ice actions.
topic_facet Medicine
R
Science
Q
description Sea ice is one of the main loads acting on a wind turbine tower in areas prone to icing, and this threatens safe working life of the wind turbine tower. In our study, a simplified calculated model of ice, wind turbine tower, and water dynamic interaction under earthquake action was proposed, which could avoid to solve a large number of nonlinear equations. Then, the seismic behaviour of the wind turbine tower with and without the influence of sea ice was investigated, and we found that the influence of the greater mass of the sea ice on the seismic response of a wind turbine tower should be considered when the wind turbine tower is designed in an area with thick ice. With the influence of the most unfavourable ice mass, the deformation and energy dissipation capacity of the wind turbine tower are decreased, and the wall thickness or stiffening rib thickness should be increased to improve the seismic performance and ductility of the wind turbine tower; the shear force and bending moment increased significantly on the wind turbine tower, and the shear force changes at the bottom of the wind turbine tower and position of action of the sea ice: attention should be paid to the wind turbine tower design at these positions. Finally, we conducted the shaking table test, and verified the rationality of our proposed simplified model.
format Article in Journal/Newspaper
author Shuai Huang
Yuejun Lyu
Liwei Xiu
Haijun Sha
author_facet Shuai Huang
Yuejun Lyu
Liwei Xiu
Haijun Sha
author_sort Shuai Huang
title Seismic performance analysis of a wind turbine tower subjected to earthquake and ice actions.
title_short Seismic performance analysis of a wind turbine tower subjected to earthquake and ice actions.
title_full Seismic performance analysis of a wind turbine tower subjected to earthquake and ice actions.
title_fullStr Seismic performance analysis of a wind turbine tower subjected to earthquake and ice actions.
title_full_unstemmed Seismic performance analysis of a wind turbine tower subjected to earthquake and ice actions.
title_sort seismic performance analysis of a wind turbine tower subjected to earthquake and ice actions.
publisher Public Library of Science (PLoS)
publishDate 2021
url https://doi.org/10.1371/journal.pone.0247557
https://doaj.org/article/c1319801504b456aadbdb6ad365da459
long_lat ENVELOPE(-58.479,-58.479,-62.215,-62.215)
geographic Tower The
geographic_facet Tower The
genre Sea ice
genre_facet Sea ice
op_source PLoS ONE, Vol 16, Iss 3, p e0247557 (2021)
op_relation https://doi.org/10.1371/journal.pone.0247557
https://doaj.org/toc/1932-6203
1932-6203
doi:10.1371/journal.pone.0247557
https://doaj.org/article/c1319801504b456aadbdb6ad365da459
op_doi https://doi.org/10.1371/journal.pone.0247557
container_title PLOS ONE
container_volume 16
container_issue 3
container_start_page e0247557
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