Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 4American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 69
... compared to the original Newton - Raphson ( scheme 5 ) . This may be due to numerical errors involved in too many ... compared to the results of all other methods and reasonably efficient when compared to the initial stress method ...
... compared to the original Newton - Raphson ( scheme 5 ) . This may be due to numerical errors involved in too many ... compared to the results of all other methods and reasonably efficient when compared to the initial stress method ...
Page 70
... compared to the vertical displacement . Due to the eccentricity of the load , moment is cre- ated and the foundation gets tilted . Fig . 7 shows the relationship between moment and rotation of the footing for different values of ...
... compared to the vertical displacement . Due to the eccentricity of the load , moment is cre- ated and the foundation gets tilted . Fig . 7 shows the relationship between moment and rotation of the footing for different values of ...
Page 123
... compared first . Later , the predicted and measured maximum and average forces are compared to show the correlation between the theory and the experiments . The only measured information available on the behavior of the ice sheet ...
... compared first . Later , the predicted and measured maximum and average forces are compared to show the correlation between the theory and the experiments . The only measured information available on the behavior of the ice sheet ...
Contents
OFFSHORE TECHNOLOGY PART | 3 |
ARCTIC STRUCTURES AND OPERATIONS II | 31 |
ICE STRUCTURE INTERACTION I | 75 |
Copyright | |
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analysis angle average Barents Sea beam behavior bergy bit Bohai Sea boundary conditions calculated Canada coefficient computed crack creep buckling crushing deflection deformation density displacement Dow's Lake drilling dynamic effect elastic energy equation ESARC experimental finite element finite element analysis flexural failure floating ice sheet floe fluid foundation fracture toughness freezing frequency grain heat Hobson's Choice horizontal ice cover ice forces ice island ice load ice shedding ice sheet ice temperature ice thickness iceberg icebreaking impact indentation indentor initial interaction locations maximum measured Mechanics method mode modulus Northumberland Strait notch nucleation numerical obtained Offshore parameters permafrost plane platform pore porosity predicted pressure Public Works Canada ratio response ridge saline sample sea ice SED criterion sensors shown in Figure Simulated Sinha soil solution specimens strain rate strength structure tests values vertical vibration Young's modulus