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 721
... parameters that are dependent on the dimensionless parameter d / gT2 in two - dimensional cases , and on the dimensionless parameters d / gT2 , b / d , and y / d in three - dimensional cases . Eq . 25 can be converted as : H X In = In a ...
... parameters that are dependent on the dimensionless parameter d / gT2 in two - dimensional cases , and on the dimensionless parameters d / gT2 , b / d , and y / d in three - dimensional cases . Eq . 25 can be converted as : H X In = In a ...
Page 796
... parameters , in a " variable - length " procedure . The system then automatically adjusts the laid length of the top segment of the mooring line to comply with the given parameters . Validation of the Complex Catenary Solver A ...
... parameters , in a " variable - length " procedure . The system then automatically adjusts the laid length of the top segment of the mooring line to comply with the given parameters . Validation of the Complex Catenary Solver A ...
Page 960
Basic input parameters The most basic parameter for the CARISIMA model is the soil shear strength . All other parameters are automatically chosen by the model as explained in refs / 2,3,4 / for soft clay conditions . However , for the ...
Basic input parameters The most basic parameter for the CARISIMA model is the soil shear strength . All other parameters are automatically chosen by the model as explained in refs / 2,3,4 / for soft clay conditions . However , for the ...
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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