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
... behaviour ( Brown et al . , 1999 ) . The global load is determined by measuring the structural response of the two piers by very sensitive biaxial tiltmeters placed at three locations in the pier shafts ( Figure 1.a ) . These are ...
... behaviour ( Brown et al . , 1999 ) . The global load is determined by measuring the structural response of the two piers by very sensitive biaxial tiltmeters placed at three locations in the pier shafts ( Figure 1.a ) . These are ...
Page 305
... Behaviour and Strength in Punch Tests " , Report submitted to National Research Council of Canada , Ottawa , Canada . Azarnejad A. and Brown T.G , 1998. " Observations of Ice Rubble Behaviour in Punch Test " , ( ke In Surface Waters ...
... Behaviour and Strength in Punch Tests " , Report submitted to National Research Council of Canada , Ottawa , Canada . Azarnejad A. and Brown T.G , 1998. " Observations of Ice Rubble Behaviour in Punch Test " , ( ke In Surface Waters ...
Page 322
... behaviour is widely effected by the applied material parameters of elasticity . Due to the employment of an one - dimensional creep law the volume - viscosity of snow was underestimated in the area of vis- cous behaviour . Thus the ...
... behaviour is widely effected by the applied material parameters of elasticity . Due to the employment of an one - dimensional creep law the volume - viscosity of snow was underestimated in the area of vis- cous behaviour . Thus the ...
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