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
... load - displacement curves are very consistent for all tests , even though these data have not been calibrated to minor differences in shear strength between the clay beds . It should be noted that the load applied to the piles was ...
... load - displacement curves are very consistent for all tests , even though these data have not been calibrated to minor differences in shear strength between the clay beds . It should be noted that the load applied to the piles was ...
Page 660
... load based on nominal weight of cargo W .. Thus sling design with a breaking load less than 3 times the static sling load based on nominal cargo weight W should not be accepted in offshore operations . This is in accordance with the ...
... load based on nominal weight of cargo W .. Thus sling design with a breaking load less than 3 times the static sling load based on nominal cargo weight W should not be accepted in offshore operations . This is in accordance with the ...
Page 861
... load is connected to the cable with a universal joint , allowing 2 degrees of freedom . crane top y top Xtop IB . S ... load pendulation , systematic simulations were made varying the wave spectrum peak period , wave direction ( between ...
... load is connected to the cable with a universal joint , allowing 2 degrees of freedom . crane top y top Xtop IB . S ... load pendulation , systematic simulations were made varying the wave spectrum peak period , wave direction ( between ...
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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