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 636
... shear strength , Su . The relationship between the equivalent and average shear strength was in phase 1 found to be : T eq fv 4D2N = 1.3Su The ratio between equivalent and average shear strength was found to apply for pipe depths up to ...
... shear strength , Su . The relationship between the equivalent and average shear strength was in phase 1 found to be : T eq fv 4D2N = 1.3Su The ratio between equivalent and average shear strength was found to apply for pipe depths up to ...
Page 880
... strength and maximum shear deformations , all as ' average ' values of the two simultaneously - tested specimens , are compared in Table 3 . Since as the specimens deform severely ... Shear Force ( kN ) Figure 10. The deformed shape 880.
... strength and maximum shear deformations , all as ' average ' values of the two simultaneously - tested specimens , are compared in Table 3 . Since as the specimens deform severely ... Shear Force ( kN ) Figure 10. The deformed shape 880.
Page 1037
... shear strength of the clay is modeled as being isotropic and increasing linearly with depth from the seabed according to : Su = 1.25.z = ( kPa ) for self - weight penetration Su 1.0 + 1.25 - z ( kPa ) for penetration by underpressure The ...
... shear strength of the clay is modeled as being isotropic and increasing linearly with depth from the seabed according to : Su = 1.25.z = ( kPa ) for self - weight penetration Su 1.0 + 1.25 - z ( kPa ) for penetration by underpressure The ...
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added mass amplitude analysis angle annulus ASME barge bending moment 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 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 Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle