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 93
... function of the system . The transfer function of the system derived form the data and the theoretical transfer function for 80 4.00 5.00 10.00 15.00 20.00 25.00 30.00 Frequency ( c / sec ) Figure 7 : Transfer function for test 21. ( a ) ...
... function of the system . The transfer function of the system derived form the data and the theoretical transfer function for 80 4.00 5.00 10.00 15.00 20.00 25.00 30.00 Frequency ( c / sec ) Figure 7 : Transfer function for test 21. ( a ) ...
Page 128
... function Wi ( xi , t ) can expressed as : not . [ 4 ] , be = 0 , J3W2 ( L2 , t ) / 0x2 = 0 . ( 2c ) ( 2d ) Functions u ( xi ) and pr ( xi ) satisfy either all of equation ( 2 ) as comparison functions or some of equation ( 2 ) as ...
... function Wi ( xi , t ) can expressed as : not . [ 4 ] , be = 0 , J3W2 ( L2 , t ) / 0x2 = 0 . ( 2c ) ( 2d ) Functions u ( xi ) and pr ( xi ) satisfy either all of equation ( 2 ) as comparison functions or some of equation ( 2 ) as ...
Page 276
... function , respectively . The Heaviside function H ( -Opp ) excludes frictional effects in the event that the precursor is subjected to a normal tensile stress . As a result , the frictional resistance can be expressed as μ H ( -opp ) ...
... function , respectively . The Heaviside function H ( -Opp ) excludes frictional effects in the event that the precursor is subjected to a normal tensile stress . As a result , the frictional resistance can be expressed as μ H ( -opp ) ...
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