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 624
... applying a differential pressure that was near the maximum permissible value for the soil shear strength profile . In Tub Three the differential pressure was again applied from initial penetration , but with the intent of not exceeding ...
... applying a differential pressure that was near the maximum permissible value for the soil shear strength profile . In Tub Three the differential pressure was again applied from initial penetration , but with the intent of not exceeding ...
Page 871
... applying zero stiffness to the flexible joint . In addition 100 - year loop current applied in the most onerous direction opposed to the TLP offset direction . This assumption is very conservative for two main reasons : 1 ) the TLP ...
... applying zero stiffness to the flexible joint . In addition 100 - year loop current applied in the most onerous direction opposed to the TLP offset direction . This assumption is very conservative for two main reasons : 1 ) the TLP ...
Page 898
... applied wave is -30 degree , the maximum displacement of platform at node 16 is 19 % more than the maximum displacement of platform subjected to earthquake alone with the longitudinal component direction of 90 degree . Therefore it is ...
... applied wave is -30 degree , the maximum displacement of platform at node 16 is 19 % more than the maximum displacement of platform subjected to earthquake alone with the longitudinal component direction of 90 degree . Therefore it is ...
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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