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 666
... mooring loads Time records of the first and second order wave loads are calculated prior to the start of the time domain simulations . The frequency domain results in combination with a wave spectrum ( with random ... mooring lines the 666.
... mooring loads Time records of the first and second order wave loads are calculated prior to the start of the time domain simulations . The frequency domain results in combination with a wave spectrum ( with random ... mooring lines the 666.
Page 1000
... mooring lines to decrease mooring loads . Changing the mooring line configuration through the use of alternative materials ( e.g. , synthetics ) or addition of discrete elements ( buoys and clump weights ) to reduce mooring loads ...
... mooring lines to decrease mooring loads . Changing the mooring line configuration through the use of alternative materials ( e.g. , synthetics ) or addition of discrete elements ( buoys and clump weights ) to reduce mooring loads ...
Page 1106
... mooring line characteristics . For the present tests the distances B = 1.875 m and C = 3.750 m were selected . The ... lines . These plates also gave some damping to the system corresponding to the effect of risers ( which were not included ...
... mooring line characteristics . For the present tests the distances B = 1.875 m and C = 3.750 m were selected . The ... lines . These plates also gave some damping to the system corresponding to the effect of risers ( which were not included ...
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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