ABSTRACT This study innovatively presents a structural solution that integrates aquaculture net cage onto the foundation of jacket-type offshore wind turbine. In the case study of a wind farm in Guangdong, the numerical model of the proposed integrated structure has been established. Various parameters, including incident wave and current angles, net solidity, mooring point arrangement, and net cage installation depth, are analysed to assess their influence on netting rope tension and net cage deformation. The findings reveal that reducing the mooring point density at the bottom of jacket legs, avoiding excessive netting rope arranged on steel wires, and considering greater net cage installation depth can optimise platform construction costs. The net cage installation scheme has minimal influence on the stress and overall displacement of the jacketed foundation members. The research outcomes provide valuable insights for the design of integrated structures combining jacket-type foundation and net cage in offshore wind farms.
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