OC4 P2 LC2.6 RAO estimation, no wind

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OC4 P2 LC2.6 RAO estimation, no wind

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Flexcom input files are available for this load case and simulations results are available in the form of random time histories. These need to be converted to RAOs (response amplitude operators) or PSDs (power-spectral densities) before results from Flexcom may be compared to official results from OC4. Once this process is complete, RAO/PSD comparisons will be uploaded here, including:

Wave height

Tower Base Moment

Fairlead Tension in Mooring Line 2

Platform surge

Platform heave

Platform pitch