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 818
... theory for evaluating heave and pitch response of such structures to regular waves . It is envisaged that such theories are useful in conducting feasibility and preliminary studies on such operations . This utility is demonstrated by ...
... theory for evaluating heave and pitch response of such structures to regular waves . It is envisaged that such theories are useful in conducting feasibility and preliminary studies on such operations . This utility is demonstrated by ...
Page 927
... theory for T , = 11.76 Theory Mesh | μ ( m ) | σ1 ( m ) | 02 ( m ) Oror ( m ) FSO CM 2.26 1.50 4.00 4.26 FSO SM 2.43 ΝΑ SM 2.46 1.51 4.24 4.50 1.51 3.94 4.22 Table 4. Basic statistical parameters from 2.order theory for T = 17.76 sec ...
... theory for T , = 11.76 Theory Mesh | μ ( m ) | σ1 ( m ) | 02 ( m ) Oror ( m ) FSO CM 2.26 1.50 4.00 4.26 FSO SM 2.43 ΝΑ SM 2.46 1.51 4.24 4.50 1.51 3.94 4.22 Table 4. Basic statistical parameters from 2.order theory for T = 17.76 sec ...
Page 1156
... theories are based on irrotational ideal flow theory , which assumes that the fluid is inviscid , irrotational , and incompressible . 2.1 Small Amplitude Wave Boundary Value Problem The Airy wave theory describes and solves the small ...
... theories are based on irrotational ideal flow theory , which assumes that the fluid is inviscid , irrotational , and incompressible . 2.1 Small Amplitude Wave Boundary Value Problem The Airy wave theory describes and solves the small ...
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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