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 635
... tests were load , displacement and acceleration in the horizontal and vertical directions . Most of the tests were performed with a pipe segment of 101.6 mm diameter and a few of the suction tests were performed with a pipe diameter of ...
... tests were load , displacement and acceleration in the horizontal and vertical directions . Most of the tests were performed with a pipe segment of 101.6 mm diameter and a few of the suction tests were performed with a pipe diameter of ...
Page 637
... Test a01 ; PLS Additional pullout ( 10 mm / s , 101.6 mm ) Test a07 ; FLS liftoff cycling ( 1 mm / s , 101.6 mm ) Figure 6 Results from the vertical tests in phase 1 The suction model ( ref [ 2 ] ) is mainly based on tests where the ...
... Test a01 ; PLS Additional pullout ( 10 mm / s , 101.6 mm ) Test a07 ; FLS liftoff cycling ( 1 mm / s , 101.6 mm ) Figure 6 Results from the vertical tests in phase 1 The suction model ( ref [ 2 ] ) is mainly based on tests where the ...
Page 638
... test site setup at Watchet Harbour is illustrated in Figure 8 . Anchor Sea Harbour seabed 110 m Figure 8 The test rig setup at Watchet Harbour Actuator Several series of tests were conducted at Watchet Harbour , including testing with ...
... test site setup at Watchet Harbour is illustrated in Figure 8 . Anchor Sea Harbour seabed 110 m Figure 8 The test rig setup at Watchet Harbour Actuator Several series of tests were conducted at Watchet Harbour , including testing with ...
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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