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 669
... TABLES AND FIGURES Table 1 - Main particulars of the CALM buoy Particular Table 5 - Review of tests in irregular waves Wave direction Hs Тр Test No. [ m ] Isl [ deg ] 1 0.75 5 180 2 0.75 7 180 3 0.75 10 180 4 1.25 5 180 5 1.25 7 180 6 ...
... TABLES AND FIGURES Table 1 - Main particulars of the CALM buoy Particular Table 5 - Review of tests in irregular waves Wave direction Hs Тр Test No. [ m ] Isl [ deg ] 1 0.75 5 180 2 0.75 7 180 3 0.75 10 180 4 1.25 5 180 5 1.25 7 180 6 ...
Page 689
Table 1 Maximum Base Shear in Pile No.1 ( KN ) Pile Diameter = 0.5m Water Depth = 20m percent of differences Base shear ( KN ) 882889820 0 % -1 % -2 % 70 60 -3 % -4 % 50 40 30 -5 % -6 % -7 % -8 % 10 -9 % 0 -10 % H = 1.7 m H = 2.3 m H ...
Table 1 Maximum Base Shear in Pile No.1 ( KN ) Pile Diameter = 0.5m Water Depth = 20m percent of differences Base shear ( KN ) 882889820 0 % -1 % -2 % 70 60 -3 % -4 % 50 40 30 -5 % -6 % -7 % -8 % 10 -9 % 0 -10 % H = 1.7 m H = 2.3 m H ...
Page 800
... Table 5 , with the exception of lines 3,4 and 5 that did not require any buoy . This table indicates , for each buoy , its position in the line measured from the anchor , and the length of the pendant . Table 5- Buoys B1 B2 S ( m ) ...
... Table 5 , with the exception of lines 3,4 and 5 that did not require any buoy . This table indicates , for each buoy , its position in the line measured from the anchor , and the length of the pendant . Table 5- Buoys B1 B2 S ( m ) ...
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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