Operating envelope. Each tower is simulated across a 22 × 7 × 7 grid of environmental conditions: 22 mean hub-height wind speeds at the midpoints of 1 m/s bins from cut-in (3 m/s) to cut-out (25 m/s), and, for each wind speed, seven significant wave heights Hs with seven peak periods Tp per Hs, sampled from the joint wind–wave operating distribution used in FLOAT. This yields 49 sea states per wind speed and 1,078 unique (wind, wave) operating points per tower. Wind and waves are aligned.
Simulation setup. All simulations follow IEC 61400-3-2 design load case (DLC) 1.2 (normal power production) and run in OpenFAST. Each operating point is simulated with 6 independent turbulence seeds, giving 6,468 ten-minute simulations per tower; runs last 1,000 s with the final 600 s post-processed. Each run records 88 time series at 10 Hz (turbine, tower and platform outputs), about 190 GB across the 19,404 runs of the three towers, at roughly one CPU-hour per run.
Damage labels. For each operating condition and each of the 30 tower sections, the bending-moment time series is converted to stress, rainflow-counted and Miner-summed against the DNV-RP-C203 S–N curve E, giving the cumulative damage D, the released label. The load-equivalent transform DEL ∝ D1/m with m = 3 is used as the regression target.
Tower geometries. Three towers share the same three-column semi-submersible platform, controller and mooring. REF is the IEA-22-280-RWT baseline tower, designed for fixed-bottom conditions without explicit fatigue constraints (D ≈ 32 at the base, about 9 months of life under Miner's rule on a 25-year horizon). OPT1 is an intermediate fatigue-aware redesign produced by FLOAT (D from 0.49 to 1.28 along the height), and OPT2 the final iterate targeting D ≤ 0.90 (labels from 0.78 to 0.94). The redesigns change the outer diameter and wall thickness at constant tower height (149.386 m). Each tower is discretised into 30 sections, with damage labels at the section midpoints: 194,040 rows per tower and 582,120 in total.
FLOATBench OpenFAST outputs and damage pipeline. Each simulation yields 88 time series at 10 Hz around the IEA-22-280-RWT on a three-column semi-submersible: simulations → time series → bending moments → stress → rainflow → S–N + Miner → damage labels.
Geometry and lifetime damage profiles along the tower height for the three released towers REF, OPT1 and OPT2.