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 717
... Numerical models in three dimensions are developed to simulate waves generated by landslides . The models were validated against theoretical and experimental results on comparative wavemaker problems . Numerical simulation results on ...
... Numerical models in three dimensions are developed to simulate waves generated by landslides . The models were validated against theoretical and experimental results on comparative wavemaker problems . Numerical simulation results on ...
Page 1110
... numerical modeling and disregarded in the model tests . The calculated wave frequency vessel surge motions in the ... Numerical ( 2D ) 1.1.1 A Model Test ( ak = 0.25 ) Numerical 3.5 Model Test ( 2D ) 3 2.5 2 1.5 1 0.2 0.4 0.6 0.8 1 ...
... numerical modeling and disregarded in the model tests . The calculated wave frequency vessel surge motions in the ... Numerical ( 2D ) 1.1.1 A Model Test ( ak = 0.25 ) Numerical 3.5 Model Test ( 2D ) 3 2.5 2 1.5 1 0.2 0.4 0.6 0.8 1 ...
Page 1164
... Numerical results for cylinder depth = 1.67 ft 5 10 w2h / g Figure 11 : Plot of the OWC free surface response for b = 1.67 ft Figure 11 shows the comparison between the model tests and the numerical analysis at a cylinder depth of 1.67 ...
... Numerical results for cylinder depth = 1.67 ft 5 10 w2h / g Figure 11 : Plot of the OWC free surface response for b = 1.67 ft Figure 11 shows the comparison between the model tests and the numerical analysis at a cylinder depth of 1.67 ...
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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