Long-term response analysis of hybrid STLP-WEC offshore floating wind turbine

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Date

2025

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Taylor and Francis Ltd.

Abstract

In the present study, time-domain response analysis of different configurations of a hybrid Submerged Tension Leg Platform (STLP) combined with a Point Absorber-type Wave Energy Converter (WEC) (STLPWEC) is performed using the aero-servo-hydro-elastic simulation. The study employs long-term analysis technique to predict the most probable values of motion amplitudes, and the forces and moments developed at the tower base for the hybrid STLP-WEC system under operational wind speed conditions of the 5 MW wind turbine. The long-term distribution is performed using short-term responses based on Rayleigh distribution and North Atlantic wave data. The performance of the offshore STLP-WEC system depends on both the transfer functions (translational and rotational motions) and the wave spectrum model. A comparative study of the long-term responses using JONSWAP spectrum model for different configurations of the hybrid STLP-WEC systems is performed, providing valuable insights for designing floating hybrid systems. © 2025 Informa UK Limited, trading as Taylor & Francis Group.

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Keywords

Offshore oil well production, Rayleigh number, Structural dynamics, Tension-leg platforms, Wave energy conversion, Converter system, JONSWAP wave spectrum, Long-term response, Offshore floating wind turbines, Rayleigh distributions, Response analysis, Spectra modeling, Submerged tension leg platform wind turbine, Wave energy converter, Wave energy converters, Offshore wind turbines

Citation

Ships and Offshore Structures, 2025, , , pp. -

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