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 705
... wave direction are obtained from the wave hindcasting procedure . The water surface elevation in a random short - crested wave field at any point ( x , y ) and at any time t , can be described by a summation of sinusoidal waves with ...
... wave direction are obtained from the wave hindcasting procedure . The water surface elevation in a random short - crested wave field at any point ( x , y ) and at any time t , can be described by a summation of sinusoidal waves with ...
Page 1107
... wave heights ( Hs is the significant wave height for irregular waves and H is the wave height for regular waves ) . The data in the column denoted Tp / T are wave periods ( Tp is the peak period for irregular waves and T is the wave ...
... wave heights ( Hs is the significant wave height for irregular waves and H is the wave height for regular waves ) . The data in the column denoted Tp / T are wave periods ( Tp is the peak period for irregular waves and T is the wave ...
Page 1111
... wave spreading to be determined . In the following the effects of wave spreading on vessel motions are considered . The results from fourteen of the test cases have been considered . This includes eight cases with a single - peaked wave ...
... wave spreading to be determined . In the following the effects of wave spreading on vessel motions are considered . The results from fourteen of the test cases have been considered . This includes eight cases with a single - peaked wave ...
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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