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 158
... angle from an examination of Table 1 is a somewhat difficult task . It is clear that higher values of the cutoff angle reduce the standard deviation , but at the cost of the elimination of a greater number of data points . We do note ...
... angle from an examination of Table 1 is a somewhat difficult task . It is clear that higher values of the cutoff angle reduce the standard deviation , but at the cost of the elimination of a greater number of data points . We do note ...
Page 158
... angle from an examination of Table 1 is a somewhat difficult task . It is clear that higher values of the cutoff angle reduce the standard deviation , but at the cost of the elimination of a greater number of data points . We do note ...
... angle from an examination of Table 1 is a somewhat difficult task . It is clear that higher values of the cutoff angle reduce the standard deviation , but at the cost of the elimination of a greater number of data points . We do note ...
Page 281
... ANGLE , 0m CRITICAL PRECURSOR ANGLE , Bm MPTS 20 20 Q 100 50 Q Ø ( b ) C - C , A = 0.2 1 20 40 60 80 100 120 140 160 180 BASAL PLANE ORIENTATION , C C - C , A = 0.2 T - T , A = 0.2 · 50 100 Q T - C , A = -0.2 20 40 60 80 100 120 140 160 ...
... ANGLE , 0m CRITICAL PRECURSOR ANGLE , Bm MPTS 20 20 Q 100 50 Q Ø ( b ) C - C , A = 0.2 1 20 40 60 80 100 120 140 160 180 BASAL PLANE ORIENTATION , C C - C , A = 0.2 T - T , A = 0.2 · 50 100 Q T - C , A = -0.2 20 40 60 80 100 120 140 160 ...
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