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 141
... parameters Structure Displacements ( z ) um ( z ) $ ( 26 ) Zc Ucm ca cr Z Forces U2 ( 2 ) p ( z ) safety . The mean displacement level uem is replaced directly by the equivalent force Fem aFer . The displacement amplitude uca is ...
... parameters Structure Displacements ( z ) um ( z ) $ ( 26 ) Zc Ucm ca cr Z Forces U2 ( 2 ) p ( z ) safety . The mean displacement level uem is replaced directly by the equivalent force Fem aFer . The displacement amplitude uca is ...
Page 190
... parameters for the Cape MacMillan case study were inputted to the design model : a ) Geometrical Parameters h = 7.04 m ; b = 40 m ; L = 120 m . b ) Creep and Elastic Parameters K = 164.55 x 10-12 / day / kPa " ; N = 3 Platform A at Cape ...
... parameters for the Cape MacMillan case study were inputted to the design model : a ) Geometrical Parameters h = 7.04 m ; b = 40 m ; L = 120 m . b ) Creep and Elastic Parameters K = 164.55 x 10-12 / day / kPa " ; N = 3 Platform A at Cape ...
Page 337
... parameters were measured at 10 sites between Flaxman Island and Smith Bay in water depths ranging from 3 to 15.5 meters . In addition to 100 kHz sonographs and 200 kHz fathograms , three to five van Veen grab samples were collected at ...
... parameters were measured at 10 sites between Flaxman Island and Smith Bay in water depths ranging from 3 to 15.5 meters . In addition to 100 kHz sonographs and 200 kHz fathograms , three to five van Veen grab samples were collected at ...
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