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 232
... span . Since the height of the pier shafts at piers 31 and 32 are not the same , the model is not symmetric . The effect of the adjacent simply supported drop- in spans is modelled by added masses at the cantilever tips . The ...
... span . Since the height of the pier shafts at piers 31 and 32 are not the same , the model is not symmetric . The effect of the adjacent simply supported drop- in spans is modelled by added masses at the cantilever tips . The ...
Page 242
... span , and a wind sensor that is located at the top of the light standard midway between P31 and P32 . The latter instrument has been set to log data at 1 Hz for all wind speeds in excess of 7 m / sec . This data is used to correct the ...
... span , and a wind sensor that is located at the top of the light standard midway between P31 and P32 . The latter instrument has been set to log data at 1 Hz for all wind speeds in excess of 7 m / sec . This data is used to correct the ...
Page 275
... span . The larger rigidity of a conductor in a bundle between spacers would increase the value of the shape factor and the resulting ice loads on conductor bundles . The second factor is the variation of wind velocities with height ...
... span . The larger rigidity of a conductor in a bundle between spacers would increase the value of the shape factor and the resulting ice loads on conductor bundles . The second factor is the variation of wind velocities with height ...
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