Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 729
... frequency has equal energy , then the bandwidth of associated with the eth frequency is defined by : e d where K ( x , f , 0 ) is the diffraction coefficient of a regular wave component , propagating in frequency f and the direction as ...
... frequency has equal energy , then the bandwidth of associated with the eth frequency is defined by : e d where K ( x , f , 0 ) is the diffraction coefficient of a regular wave component , propagating in frequency f and the direction as ...
Page 828
... frequency components equally spaced in a bandwidth [ 0.25 ; 1.5 ] Hz chosen to fit the spectrum shape ( corresponding wavelengths are between 0.7 and 30 m ) . This frequency discretisation leads to a repeating period of 512 s for the ...
... frequency components equally spaced in a bandwidth [ 0.25 ; 1.5 ] Hz chosen to fit the spectrum shape ( corresponding wavelengths are between 0.7 and 30 m ) . This frequency discretisation leads to a repeating period of 512 s for the ...
Page 829
... Frequency in Hz . Target Simulation Common wave field description ( frequency domain ) 0.1 Frequency - domain file Time domain conversion OCEAN Numerical wavemaker Time - dom . file Physical wavemaker Figure 6. Wavemaker specification ...
... Frequency in Hz . Target Simulation Common wave field description ( frequency domain ) 0.1 Frequency - domain file Time domain conversion OCEAN Numerical wavemaker Time - dom . file Physical wavemaker Figure 6. Wavemaker specification ...
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added mass amplitude analysis angle annulus ASME barge boundary conditions boundary element method British Columbia cable calculated CALM buoy Cantarell field catenary coefficient components computed Conference on Offshore configuration Copyright crane vessel cylinder damping deck developed diameter diffraction direction displacement dynamic effect element equation factor fairlead fatigue damage floating FPSO free surface function heave horizontal hull hydrodynamic iceberg installation interaction jacket joint length limit cycle linear marine maximum Mechanics and Arctic method model tests mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures operation parameters particle Petrobras pile pipe pitch platform potential pressure regular waves response second order semi-submersible shear shear strength ship shown in Figure Spar spectrum Statoil stress surge Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle