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 706
... response of the structure is then calculated as a function of time , and the maximum responses are obtained by examining the response time history . The ... Responses and coincident response combinations are then calculated using a 706.
... response of the structure is then calculated as a function of time , and the maximum responses are obtained by examining the response time history . The ... Responses and coincident response combinations are then calculated using a 706.
Page 707
Responses and coincident response combinations are then calculated using a program written by the author called SPECAN . The inputs into SPECAN are the storm conditions defined by the significant wave height , peak wave period , mean ...
Responses and coincident response combinations are then calculated using a program written by the author called SPECAN . The inputs into SPECAN are the storm conditions defined by the significant wave height , peak wave period , mean ...
Page 999
... response . The model is restrained in the horizontal direction by a system of springs , which can be configured to match desired mooring system characteristics . The system is easily reconfigurable to address a variety of conditions ...
... response . The model is restrained in the horizontal direction by a system of springs , which can be configured to match desired mooring system characteristics . The system is easily reconfigurable to address a variety of conditions ...
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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