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 3
... analyses conditions and compares the limit loads obtained numer- ically with those obtained using the limit analysis solutions outlined above . Excellent agreement between limit loads obtained by numerical analysis and limit analysis ...
... analyses conditions and compares the limit loads obtained numer- ically with those obtained using the limit analysis solutions outlined above . Excellent agreement between limit loads obtained by numerical analysis and limit analysis ...
Page 83
ANALYSIS OF STRESS DISTRIBUTIONS IN AN ICE FLOE R. M. W. Frederking National Research Council of Canada Ottawa , Ontario , Canada E. Evgin Department of Civil Engineering University of Ottawa Ottawa , Ontario , Canada Figure 1 Figure 2 ...
ANALYSIS OF STRESS DISTRIBUTIONS IN AN ICE FLOE R. M. W. Frederking National Research Council of Canada Ottawa , Ontario , Canada E. Evgin Department of Civil Engineering University of Ottawa Ottawa , Ontario , Canada Figure 1 Figure 2 ...
Page 304
... analysis of the imagery for iceberg characteristics . The iceberg distribution mapping resulted in location maps such as that shown in Figure 8. The digital analysis consisted of a pixel by pixel analysis of digitized iceberg images ...
... analysis of the imagery for iceberg characteristics . The iceberg distribution mapping resulted in location maps such as that shown in Figure 8. The digital analysis consisted of a pixel by pixel analysis of digitized iceberg images ...
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