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Integrated System Design for a Large Wind Turbine Supported on a Moored Semi-Submersible Platform

Department of Civil, Architectural and Environmental Engineering, University of Texas at Austin, 301 E. Dean Keeton St., Austin, TX 78712, USA
Department of Mechanical Engineering, University of Texas at Dallas, Richardson, TX 75080, USA
Sandia National Laboratories, Albuquerque, NM 87185, USA
Author to whom correspondence should be addressed.
J. Mar. Sci. Eng. 2018, 6(1), 9;
Received: 3 September 2017 / Revised: 12 December 2017 / Accepted: 3 January 2018 / Published: 12 January 2018
(This article belongs to the Special Issue Offshore Wind Structures)
PDF [2494 KB, uploaded 12 January 2018]


Over the past few decades, wind energy has emerged as an alternative to conventional power generation that is economical, environmentally friendly and, importantly, renewable. Specifically, offshore wind energy is being considered by a number of countries to harness the stronger and more consistent wind resource compared to that over land. To meet the projected “20% energy from wind by 2030” scenario that was announced in 2006, 54 GW of added wind energy capacity need to come from offshore according to a National Renewable Energy Laboratory (NREL) study. In this study, we discuss the development of a semi-submersible floating offshore platform with a catenary mooring system to support a very large 13.2-MW wind turbine with 100-m blades. An iterative design process is applied to baseline models with Froude scaling in order to achieve preliminary static stability. Structural dynamic analyses are performed to investigate the performance of the new model using a finite element method approach for the tower and a boundary integral equation (panel) method for the platform. The steady-state response of the system under uniform wind and regular waves is first studied to evaluate the performance of the integrated system. Response amplitude operators (RAOs) are computed in the time domain using white-noise wave excitation; this serves to highlight nonlinear, as well as dynamic characteristics of the system. Finally, selected design load cases (DLCs) and the stochastic dynamic response of the system are studied to assess the global performance for sea states defined by wind fields with turbulence and long-crested irregular waves. View Full-Text
Keywords: offshore wind turbine; design load; response amplitude operator (RAO); stochastic dynamics offshore wind turbine; design load; response amplitude operator (RAO); stochastic dynamics

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Liu, J.; Thomas, E.; Manuel, L.; Griffith, D.T.; Ruehl, K.M.; Barone, M. Integrated System Design for a Large Wind Turbine Supported on a Moored Semi-Submersible Platform. J. Mar. Sci. Eng. 2018, 6, 9.

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