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amplitude analysis angle applied approach ASME assumed barge bending boundary buoy cable calculated carried coefficient combined compared component computed considered Copyright corresponding damage damping deck depth determined developed diffraction direction displacement dynamic effect element Engineering equation evaluated factor fatigue field Figure floating force FPSO free surface frequency function given heave horizontal hull hydrodynamic iceberg impact increase installation integration International jacket joint length limit linear load marine mass maximum mean measured Mechanics method model tests mooring mooring lines motion natural numerical obtained Offshore operation parameters performed period pile pitch platform position potential predicted presented pressure problem range response riser ship shown shows simulations solution Spar stiffness stress structure surface Table tank tension values velocity vertical vessel wave weight wind