WILLOW - Norther: data set for the full-scale validation of model-based virtual sensing methods for an operational offshore wind turbine 机器收录·待核验

mxds2xsaymsrq895

1. General description

This data set contains as-build design information, as well as full-scale vibration response measurements from an operational offshore wind-turbine. The turbine is part of the Norther wind farm which is located in the Belgian North Sea and includes a total of 44 Vestas V164 (8.4MW) wind turbines on monopile foundations, see Fig1_Norther_locaction.png. This data set is intended to verify and validate model-based virtual sensing algorithms, using data as well as modeling information from a real turbine.

1.1 Summary of the shared structural information

The included information entails a detailed description of the geometric properties of the monopile and transition piece, distributed and lumped structural masses . All information shared in this record is conform the as-designed documentation. An example of the lumped masses considered in the model input files is presented in "Fig2_Sensor_Network.png"

1.2 Summary of the shared geotechnical information

Monopiles are distinguished by the significant role of soil-structure interaction. Ground reaction is most typically included in the structural model as non-linear p-y curves. Different p-y curves are available for a certain number of soils in the standards applicable to offshore structures (API RP 2GEO, 2011, and ISO 19901-4:2016(E), 2016).

The required soil properties to define p-y curves according to the API framework are given in the soil profile provided in a separate Excel. Rather than symbols, the name of the soil properties is generally used as column header (e.g., Undrained shear strength). Therefore, it is straightforward to identify each soil parameter. The only soil parameter that might lead to confusion is:

"epsilon50 [-]" represents the vertical strain at half the maximum principal stress difference in a static undrained triaxial compression test on an undisturbed soil sample.

It's worthy to note that estimates for the small shear strain stiffness, referred to as Gmax, are

本卡描述如含来自官方页的原文片段,其版权归原作者,不在本站 CC-BY 4.0 许可范围(见关于与许可)。

落地页
https://zenodo.org/records/20816219
许可证
CC-BY-4.0 (置信:verified_official)
发布年份
2026
发布方
Zenodo

分发点

zenodo https://zenodo.org/records/20816219
溯源(6 条)
来源链接: https://zenodo.org/records/20816219 日期: 2026-07-21
来源链接: https://api.datacite.org/dois/10.5281/zenodo.20816219 日期: 2026-07-30
来源链接: https://api.datacite.org/dois/10.5281/zenodo.20816219 日期: 2026-07-30
日期: 2026-07-30
日期: 2026-07-31
日期: 2026-07-31