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 44
... distribution around the peak . Figure 10 and Figure 11 show pressure distributions , at the time of peak force , for the top two events that have their peaks centered in the instrumented area ( frame 223 and the third cell from the top ) ...
... distribution around the peak . Figure 10 and Figure 11 show pressure distributions , at the time of peak force , for the top two events that have their peaks centered in the instrumented area ( frame 223 and the third cell from the top ) ...
Page 102
... distribution law for ice blade loads ( blade stresses ) and a number of ice load cycles during service are needed to ... distribution laws for the probabilistic description of random ice propeller loads [ 9,13 ] . The distribution of the ...
... distribution law for ice blade loads ( blade stresses ) and a number of ice load cycles during service are needed to ... distribution laws for the probabilistic description of random ice propeller loads [ 9,13 ] . The distribution of the ...
Page 336
... distribution line up well on the functional lognormal grid and may be approximated by a corresponding asymptotic distribution . The following procedure for extreme wave height estimation ( waves appear once 50 and 100 years ) in shallow ...
... distribution line up well on the functional lognormal grid and may be approximated by a corresponding asymptotic distribution . The following procedure for extreme wave height estimation ( waves appear once 50 and 100 years ) in shallow ...
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