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 642
... height increase and decrease were not so fast as these of the wind speed and the maximum wave height was observed 2 hours later than maximum wind speed . After wind speed reaching 25m / s , no growth of wave height was observed . H12 ...
... height increase and decrease were not so fast as these of the wind speed and the maximum wave height was observed 2 hours later than maximum wind speed . After wind speed reaching 25m / s , no growth of wave height was observed . H12 ...
Page 808
... Height ( Total ) ( ft ) 120 Hard Tank Height ( below WL ) ( ft ) 80 Hard tank dia . ( ft ) 114 Total Base Tank Height ( ft ) 30 Soft tank dia . ( ft ) 185 Soft Tank Height ( mid ) ( ft ) 30 Soft Tank Height ( side ) ( ft ) 15 Ring ...
... Height ( Total ) ( ft ) 120 Hard Tank Height ( below WL ) ( ft ) 80 Hard tank dia . ( ft ) 114 Total Base Tank Height ( ft ) 30 Soft tank dia . ( ft ) 185 Soft Tank Height ( mid ) ( ft ) 30 Soft Tank Height ( side ) ( ft ) 15 Ring ...
Page 951
... height period and direction in the absence of the FLNG ; 2. Introduce the FLNG and obtain the wave height factor and local wave direction at the tug . Use these to obtain the wave height and direction at the tug ( in user co - ordinates ) ...
... height period and direction in the absence of the FLNG ; 2. Introduce the FLNG and obtain the wave height factor and local wave direction at the tug . Use these to obtain the wave height and direction at the tug ( in user co - ordinates ) ...
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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