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OFFSHORE TECHNOLOGY PART
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amplitude analysis approach approximation assumed average body boundary cable calculated circular coefficients compared comparison components computed considered constant corresponding cylinder damping density described determined diffraction direction displacement distribution domain drag drift force effects element elevation Engineering equation estimates evaluated experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic incident included increase inline integral irregular length lift force linear loads low-frequency mass maximum mean measured method mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform position potential predicted present pressure problem random range regular waves relative represents respectively response second-order shown shows significant simulation solution spectral spectrum structure surge Table tank tests theory values velocity vertical wave drift wave forces