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 156
... depth - averaged current . By inserting the shear stress definitions given in Equations ( 1 ) and ( 2 ) into ... depth Ideally , the choice below the ice . of reference depth for the relative current , and hence , Cw , should be based on ...
... depth - averaged current . By inserting the shear stress definitions given in Equations ( 1 ) and ( 2 ) into ... depth Ideally , the choice below the ice . of reference depth for the relative current , and hence , Cw , should be based on ...
Page 296
... depth of the consolidated layer is expected to increase as sail height increases because the depth of the keel will also increase leading to a greater potential for consolidation . RIDGE CORRELATION Consolidated Depth to Sail Height ...
... depth of the consolidated layer is expected to increase as sail height increases because the depth of the keel will also increase leading to a greater potential for consolidation . RIDGE CORRELATION Consolidated Depth to Sail Height ...
Page 338
... depth , incision width , gouge trend , water depth , number of single - keeled events , and number of multi - keeled events . Each survey site was divided into four 1 - square - kilometer intervals to facilitate the recording of the ice ...
... depth , incision width , gouge trend , water depth , number of single - keeled events , and number of multi - keeled events . Each survey site was divided into four 1 - square - kilometer intervals to facilitate the recording of the ice ...
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