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 46
... extreme envelope is made up of the maximum average pressure measured on a given area , for all of the events at the time of peak force or pressure . Along with the extreme envelope the events which formed the envelope are also shown ...
... extreme envelope is made up of the maximum average pressure measured on a given area , for all of the events at the time of peak force or pressure . Along with the extreme envelope the events which formed the envelope are also shown ...
Page 336
... extreme wave height estimation ( waves appear once 50 and 100 years ) in shallow sea is proposed . As the extreme waves in the shallow sea we are interested in come from the deep water regions of the Barents Sea , it is possible to ...
... extreme wave height estimation ( waves appear once 50 and 100 years ) in shallow sea is proposed . As the extreme waves in the shallow sea we are interested in come from the deep water regions of the Barents Sea , it is possible to ...
Page 337
... extreme wave estimations The relation given in " Problems of investigation and math modeling of wind waves " ( 1995 ) was used to estimate the probable limits of wave heights calculated above by lognormal distribution 2 71/2 = XF 2 + S ...
... extreme wave estimations The relation given in " Problems of investigation and math modeling of wind waves " ( 1995 ) was used to estimate the probable limits of wave heights calculated above by lognormal distribution 2 71/2 = XF 2 + S ...
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