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 643
... mass no . 1 is placed at the nacelle , mass no.2 , 3 at tower splicing joints and mass no.4 at foundation exposed to wave loads . Blades / nacelle , tower and foundation are simulated as 4 masses Lumped mass model and wave load is ...
... mass no . 1 is placed at the nacelle , mass no.2 , 3 at tower splicing joints and mass no.4 at foundation exposed to wave loads . Blades / nacelle , tower and foundation are simulated as 4 masses Lumped mass model and wave load is ...
Page 687
... mass density of water , D , diameter of member and u , the horizontal velocity of water at a given point on the submerged portion of the structure element . For estimating wave loads , the structure and non- structure areas are all ...
... mass density of water , D , diameter of member and u , the horizontal velocity of water at a given point on the submerged portion of the structure element . For estimating wave loads , the structure and non- structure areas are all ...
Page 861
... mass and hydrostatic matrices and the retardation and wave transfer functions . In the following discussion of the behavior of the crane vessel and load pendulation , systematic simulations were made varying the wave spectrum peak ...
... mass and hydrostatic matrices and the retardation and wave transfer functions . In the following discussion of the behavior of the crane vessel and load pendulation , systematic simulations were made varying the wave spectrum peak ...
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Common terms and phrases
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