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 789
... corresponding open water probability density functions , and U and L are the corresponding mean values . It is seen that Eqs . ( 29 ) and ( 30 ) skew the original distributions so as to increase the chances of collision for bigger and ...
... corresponding open water probability density functions , and U and L are the corresponding mean values . It is seen that Eqs . ( 29 ) and ( 30 ) skew the original distributions so as to increase the chances of collision for bigger and ...
Page 1101
... corresponding for different control strategies ( moderate sea ) - linear model ( a ) No control 60 60 30 -30 -68 H M 200 400 600 800 1000 Time ( sec ) ( c ) Closed loop control Position ( m ) O ( b ) Riccati solution -2 -4 200 400 600 ...
... corresponding for different control strategies ( moderate sea ) - linear model ( a ) No control 60 60 30 -30 -68 H M 200 400 600 800 1000 Time ( sec ) ( c ) Closed loop control Position ( m ) O ( b ) Riccati solution -2 -4 200 400 600 ...
Page 1106
... corresponding to the effect of risers ( which were not included in the model tests ) . The submerged weight of the lead plates corresponding to the four - leg mooring is M = 1.15 kg , whereas the submerged weight of the lead plates ...
... corresponding to the effect of risers ( which were not included in the model tests ) . The submerged weight of the lead plates corresponding to the four - leg mooring is M = 1.15 kg , whereas the submerged weight of the lead plates ...
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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