Wind Energy Science
Wind Energy Science
WES
Articles | Volume 7, issue 4
Articles | Volume 7, issue 4
https://doi.org/10.5194/wes-7-1399-2022
© Author(s) 2022. This work is distributed under
the Creative Commons Attribution 4.0 License.
https://doi.org/10.5194/wes-7-1399-2022
© Author(s) 2022. This work is distributed under
the Creative Commons Attribution 4.0 License.
Articles | Volume 7, issue 4
Research article
 | 
11 Jul 2022
Research article |  | 11 Jul 2022

A model test study on the parameters affecting the cyclic lateral response of monopile foundations for offshore wind turbines embedded in non-cohesive soils

Dennis Frick and Martin Achmus

Viewed

Total article views: 1,588 (including HTML, PDF, and XML)
HTML PDF XML Total BibTeX EndNote
995 541 52 1,588 36 29
  • HTML: 995
  • PDF: 541
  • XML: 52
  • Total: 1,588
  • BibTeX: 36
  • EndNote: 29
Views and downloads (calculated since 25 Nov 2021)
Cumulative views and downloads (calculated since 25 Nov 2021)

Viewed (geographical distribution)

Total article views: 1,588 (including HTML, PDF, and XML) Thereof 1,550 with geography defined and 38 with unknown origin.
Country # Views %
  • 1
1
 
 
 
 

Cited

Latest update: 13 Dec 2024
Download
Short summary
A brief summary of current regulations and recommendations for the serviceability limit state dimensioning of offshore monopile foundations in sand for wind turbines is given. Results from a large number of small-scale model experiments are presented, discussed and compared to the findings of other research groups to contribute to a better understanding of the complex processes associated with the cyclic load-bearing behaviour of piles and to the development of improved calculation approaches.
Read more
Altmetrics
Final-revised paper
Preprint