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added amplitude analysis angle annulus applied approach ASME assumed barge bending boundary buoy cable calculated characteristics coefficient combination components computed configuration considered Copyright corresponding damage damping deck depth described determined developed diffraction direction dynamic effect element Engineering equation evaluated factor fatigue field Figure floating forces FPSO frequency function given heave height horizontal hull iceberg impact increase installation integration interaction jacket length limit linear load marine mass maximum mean measured Mechanics method model tests mooring lines mooring system motion natural numerical obtained Offshore operation parameters particle performed period pile pitch platform position possible potential presented pressure problem procedure range region response riser ship shown shows simulation solution Spar stability stiffness stress structure surface Table tank values velocity vertical vessel wave wind