Articles | Volume 11, issue 7
https://doi.org/10.5194/wes-11-2427-2026
https://doi.org/10.5194/wes-11-2427-2026
Research article
 | 
10 Jul 2026
Research article |  | 10 Jul 2026

OC7 project Phase II: comparison of global-to-local load transfer approaches in floating structures

Michael Karch, Friedemann Borisade, Fabian Wendt, Romain Pinguet, Thang Do, Jérôme de Lauzon, Lucas Tessier, Jon Cerrada-Garcés, Alvaro Olcoz-Alonso, Jesús Artal, Borja Servan-Camas, Julio García-Espinosa, Cai Wei Sun, Haruki Yoshimoto, Takaya Nagumo, Go Tsuneto, Roger Bergua, Lu Wang, Jason Jonkman, Amy Robertson, Constance Clement, and Guillaume Potier

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Cited articles

Aguilera, C., Ribault, R., De-Lauzon, J., and Hirvoas, A.: Impact of floater flexibility on tower eigenfrequencies of a spar-type floating offshore wind turbine: measurement-based assessment and model calibration, Wind Energ. Sci., 11, 1569–1581, https://doi.org/10.5194/wes-11-1569-2026, 2026. 
Allen, C., Viscelli, A., Dagher, H., Goupee, A., Gaertner, E., Abbas, N., Hall, M., and Barter, G.: Definition of the UMaine VolturnUS-S Reference Platform Developed for the IEA Wind 15-Megawatt Offshore Reference Wind Turbine, NREL report NREL/TP-5000-76773, https://doi.org/10.2172/1660012, 2020. 
Berdugo-Parada, I., Serván-Camas, B., and García-Espinosa, J.: Numerical framework for the coupled analysis of floating offshore multi-wind turbines, J. Mar. Sci. Eng., 12, 85, https://doi.org/10.3390/jmse12010085, 2024. 
Borisade, F., Karch, M., and Wendt, F.: OC7 Project Phase II: Definition Document and Modelling Files for WP2.2 on Global-to-Local Load Transfer Approaches in Floating Structures (V1.0), Zenodo [data set], https://doi.org/10.5281/zenodo.21220820, 2026a. 
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Short summary
As part of the Offshore Code Comparison Collaboration 7 (OC7) project, load transfer from global analysis models to local structural designs was examined. Different load-mapping workflows from project participants were compared using a shared reference design and consistent checks. Results show that load-mapping choices, pressure application, and treatment of structural flexibility can influence predicted stresses and fatigue, highlighting key sources of uncertainty and providing guidance for more consistent global‑to‑local assessments.
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