Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
From inside the book
Results 1-3 of 60
Page 636
... strength , Su . The relationship between the equivalent and average shear strength was in phase 1 found to be : Teq = fv 4D2N = 1.3Su The ratio between equivalent and average shear strength was found to apply for pipe depths up to 0.5D ...
... strength , Su . The relationship between the equivalent and average shear strength was in phase 1 found to be : Teq = fv 4D2N = 1.3Su The ratio between equivalent and average shear strength was found to apply for pipe depths up to 0.5D ...
Page 983
... strength is determined according to elastic buckling theory for orthotropic plates . The critical buckling stress ... strength and substituting the yield strength with the torsional buckling strength when checking the stiffener check ...
... strength is determined according to elastic buckling theory for orthotropic plates . The critical buckling stress ... strength and substituting the yield strength with the torsional buckling strength when checking the stiffener check ...
Page 1036
... strength along the outside of the skirt wall after full set - up would be in the order of the initial shear strength in the case of self - weight penetration and about 65 % of the initial strength when underpressure was applied . The ...
... strength along the outside of the skirt wall after full set - up would be in the order of the initial shear strength in the case of self - weight penetration and about 65 % of the initial strength when underpressure was applied . The ...
Other editions - View all
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