Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 9
... FOUNDATION under grant from The Nippon Foundation , a public corporation operat- ing from the proceeds of motor - boat races . The authors are in- debted to them for their financial support . The authors ' gratitude is extended to Prof ...
... FOUNDATION under grant from The Nippon Foundation , a public corporation operat- ing from the proceeds of motor - boat races . The authors are in- debted to them for their financial support . The authors ' gratitude is extended to Prof ...
Page 203
... foundation . The normalized stress calculated using the classical theory is plotted in Figure 7 with the additional stress due to shear action . Since the shear force decreases along the beam from the point of contact due to the ...
... foundation . The normalized stress calculated using the classical theory is plotted in Figure 7 with the additional stress due to shear action . Since the shear force decreases along the beam from the point of contact due to the ...
Page 258
... foundation was predicted as a function of time ( Figure 7 ) using different values of Poisson's ratio for creep deformation , v , for a constant surcharge ( p = 0.3 MPa ) and for a time period of ten years . It is seen that the creep ...
... foundation was predicted as a function of time ( Figure 7 ) using different values of Poisson's ratio for creep deformation , v , for a constant surcharge ( p = 0.3 MPa ) and for a time period of ten years . It is seen that the creep ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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Allen Bay analysis angle Arctic Engineering ASME average boundary brittle calculated Canada channel coefficient component compressive cone Confederation Bridge Conference on Offshore contact area Copyright 1999 crack creep creep deformation crushed deformation density determined diameter distribution dynamic effect equation estimate failure stress Figure floes fracture frequency friction frozen soil full scale gas hydrate Grand Banks horizontal hydrodynamic ice block ice class ice conditions ice force ice loads ice pieces ice sheet ice strength ice thickness iceberg iceberg management icebreaker increase indentation tests indentor interaction layer level ice maximum measured Mechanics and Arctic mm/s Newfoundland Northern Sea Route observed Offshore Mechanics parameters peak Pechora Sea piers pipeline planetary boundary layer predicted pressure ratio Research resistance rubble Sakhalin salinity scantlings scour sea ice sensors shape shear ship shows speed stamukha surface temperature thrust torque values velocity vertical water depth width wind zone