Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
From inside the book
Results 1-3 of 84
Page 685
... considered at the seabed , jacket horizontal elevations and topside center of gravity . The stiffness properties of the model are computed considering the stiffnesses of the vertical bracings , legs and piles . The structural mass is ...
... considered at the seabed , jacket horizontal elevations and topside center of gravity . The stiffness properties of the model are computed considering the stiffnesses of the vertical bracings , legs and piles . The structural mass is ...
Page 730
... considered , herein , to obtain the results by the present study , i.e. , a three- dimensional boundary integral approach based on the solution of Green function . Figure 2 ( a ) presents the diffraction result for regular waves ...
... considered , herein , to obtain the results by the present study , i.e. , a three- dimensional boundary integral approach based on the solution of Green function . Figure 2 ( a ) presents the diffraction result for regular waves ...
Page 1145
... considered the industry leading riser analysis package . There are two static models used : one for soft hang - off and one for hard hang - off , each having its appropriate boundary conditions . In both models , the UFJ and the ...
... considered the industry leading riser analysis package . There are two static models used : one for soft hang - off and one for hard hang - off , each having its appropriate boundary conditions . In both models , the UFJ and the ...
Other editions - View all
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