The splash zone crossing poses the major challenges during offshore payload handling, making the Passive Heave Compensator (PHC) crucial. However, limited quantitative research exists on the crossing behaviors, such as sling slack and snap load. This study introduces a semi-analytical model considering slamming load and wire rope tension, within the potential flow theory and vibration theory. A novel contribution is the detailed description of the compensator's parameter optimization method for the splash zone crossing, demonstrated through an example application. Nonlinear stiffness parameters significantly affect the slamming load's handling capacity of the compensator, reflecting marked difference in rope tension response. The proposed method enables the feasible region of PHC's stiffness parameters for the splash zone crossing to be found. Simulation results employing the parameters within the feasible region show that the tension was reduced by approximately 72% (crane end) and 89% (load end) during crossing compared to without PHC, and slamming impulse is reduced by about 45%. This paper constitutes an efficient PHC design method for splash zone crossing in engineering applications.
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