Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 1085
... response . The bilinear soil response functions used were calibrated after Paulin et al . ( 1998 ) . An area of significant importance for overburden stress analysis , in terms of effective burial depth ( H ) , is the defined p- y ...
... response . The bilinear soil response functions used were calibrated after Paulin et al . ( 1998 ) . An area of significant importance for overburden stress analysis , in terms of effective burial depth ( H ) , is the defined p- y ...
Page 1113
... response is estimated from the entire 28 minute record . However , it will be shown that substantial fluctuation in the modal response occurred when more than one mode participated in the response . The natural frequencies of modes also ...
... response is estimated from the entire 28 minute record . However , it will be shown that substantial fluctuation in the modal response occurred when more than one mode participated in the response . The natural frequencies of modes also ...
Page 1114
... response being multi - mode increases . However , as in the Shell experiments , there does not seem to be a clear boundary between the type of responses . Indeed , quite a large number of multi - mode responses is present in region II ...
... response being multi - mode increases . However , as in the Shell experiments , there does not seem to be a clear boundary between the type of responses . Indeed , quite a large number of multi - mode responses is present in region II ...
Contents
OMAE2000OSU OFT3007 | 878 |
I | 879 |
OMAE2000OSU OFT4061 147 | 894 |
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alloys application ASME assessment axial bending buckling calculated coefficient composite Copyright corrosion crack growth CTOD cycles deformation depth displacement distribution DQEM drag coefficient drilling fluid Engineering equation failure fatigue crack Figure finite element fire flexible pipe flow flowline FM analysis fracture mechanics function grade gradient hammer peening increase initial inspection installation insulation interlayer layer length lift coefficient material maximum method mode operation parameters peening pipeline plastic plate predicted pressure probabilistic production propagation properties PWHT reduced velocity reliability resistance riser seabed shear shielding gas shown simulation SINTEF SN curves soil span specimens Statoil steel strain strength stress intensity factor stress range surface Table temperature tensile thermal thickness titanium tubular joints tundra turbidity current values vertical loop vessel weld metal weld toe yield strength yield stress Zeepipe