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 78
... distribution along the channel L dw h3 dp Jo dx 12μ dx [ ' w Sdx - w ( 0 ) = 0 4 ( 31 ) 2 0 O The admissible p ( x ) must satisfy boundary condition ( 28 ) in advance . The Galerkin method with two noded linear line elements was used to ...
... distribution along the channel L dw h3 dp Jo dx 12μ dx [ ' w Sdx - w ( 0 ) = 0 4 ( 31 ) 2 0 O The admissible p ( x ) must satisfy boundary condition ( 28 ) in advance . The Galerkin method with two noded linear line elements was used to ...
Page 336
... distribution . 0.99 0.95-- 0.90 0.80 0.70 0.60- 0.40 F ( h ) , ( % ) 1.0 2.0 3.0 4.0 5.0 Mean wave height h ( m ) O - 1 2 3 6.0 7.0 Fig.9 . Distribution function for annual maximum of mean wave heights at 70 ° N , 54 E ( H - 100 m ) ...
... distribution . 0.99 0.95-- 0.90 0.80 0.70 0.60- 0.40 F ( h ) , ( % ) 1.0 2.0 3.0 4.0 5.0 Mean wave height h ( m ) O - 1 2 3 6.0 7.0 Fig.9 . Distribution function for annual maximum of mean wave heights at 70 ° N , 54 E ( H - 100 m ) ...
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