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 90
... response of the structure in the form of displace- ments , accelerations and the forces experienced at the foundation of the structure . The excitation force on the pile was measured by a dynamometer mounted between the rigid pile and ...
... response of the structure in the form of displace- ments , accelerations and the forces experienced at the foundation of the structure . The excitation force on the pile was measured by a dynamometer mounted between the rigid pile and ...
Page 136
... response due to intermittent ice crushing c . Steady vibration due to ice crushing d . Small response due to continuous ice crushing Very low ice velocities and the associated creep phenomena ( case a ) are not interesting here , but ...
... response due to intermittent ice crushing c . Steady vibration due to ice crushing d . Small response due to continuous ice crushing Very low ice velocities and the associated creep phenomena ( case a ) are not interesting here , but ...
Page 140
... response could be evaluated in a simple manner . Measured fluctuations of the ice force are shown in previous ex ... response analysis we assume that Fcp = FC . ( 12 ) Now we can assume that the mean level of response is not affected by ...
... response could be evaluated in a simple manner . Measured fluctuations of the ice force are shown in previous ex ... response analysis we assume that Fcp = FC . ( 12 ) Now we can assume that the mean level of response is not affected by ...
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