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 635
... given penetration , and b ) tests with a given contact force ( fixed or free tests ) . Penetrate by weight Lock and pull Figure 4 Basic horizontal test with pipe locked at given vertical position The first type of horizontal tests ...
... given penetration , and b ) tests with a given contact force ( fixed or free tests ) . Penetrate by weight Lock and pull Figure 4 Basic horizontal test with pipe locked at given vertical position The first type of horizontal tests ...
Page 830
... given by Eqn . ( 11 ) η = acos ( work ( x cose + y sine ) + y ) the corresponding wavemaker motion is X = bcos ( otky sine + y ) ( 11 ) ( 12 ) where b is the amplitude of the motion given by linear transfer function . Equation ( 12 ) ...
... given by Eqn . ( 11 ) η = acos ( work ( x cose + y sine ) + y ) the corresponding wavemaker motion is X = bcos ( otky sine + y ) ( 11 ) ( 12 ) where b is the amplitude of the motion given by linear transfer function . Equation ( 12 ) ...
Page 958
... given in References / 2,3 and 4 / . The models are in dimensionless form for both load and displacement ( and also for consolidation time and pull speed ) . They are accordingly expected to be applicable for a large range of pipe ...
... given in References / 2,3 and 4 / . The models are in dimensionless form for both load and displacement ( and also for consolidation time and pull speed ) . They are accordingly expected to be applicable for a large range of pipe ...
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added mass amplitude analysis angle annulus ASME barge bending moment 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 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 Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle