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 1001
... solution 1 was not given further consideration . The principle on which solutions 2 ( lengthening mooring line segments ) , 3 ( polyester instead of wire rope ) and 4 ( buoy / clump weight addition ) are based is to make the mooring ...
... solution 1 was not given further consideration . The principle on which solutions 2 ( lengthening mooring line segments ) , 3 ( polyester instead of wire rope ) and 4 ( buoy / clump weight addition ) are based is to make the mooring ...
Page 1133
... solution . The fully- coupled aspect of this solution models the vessel / tensioner system / riser / LMRP / BOP / wellhead / conductor / soil interaction process more accurately and thus allows for less conservativism when compared to ...
... solution . The fully- coupled aspect of this solution models the vessel / tensioner system / riser / LMRP / BOP / wellhead / conductor / soil interaction process more accurately and thus allows for less conservativism when compared to ...
Page 1158
... solution comes form having a train of incident waves , and with p and P ( t ) equal to zero . It is very convenient ... solution of . A general solution to , is given by y = Ccos ( k ( h− y ) ) + Dsin ( k ( h − y ) ) n ( 2.23 ) ...
... solution comes form having a train of incident waves , and with p and P ( t ) equal to zero . It is very convenient ... solution of . A general solution to , is given by y = Ccos ( k ( h− y ) ) + Dsin ( k ( h − y ) ) n ( 2.23 ) ...
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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