Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 4American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 170
... response coefficient defined by Q = f del_x V where f is the measured frequency of the structure response . Equation ( 1 ) indicates that the sawtooth response mode is characterized by a critical value of N. ( 2 ) The equation ( 1 ) is ...
... response coefficient defined by Q = f del_x V where f is the measured frequency of the structure response . Equation ( 1 ) indicates that the sawtooth response mode is characterized by a critical value of N. ( 2 ) The equation ( 1 ) is ...
Page 171
value of 1.3 . For harmonic response , with the exception of two points , > 3.0 . Thus the trend displayed by the moored structure holds over a wide range of conditions . The sawtooth and harmonic response modes for the fixed structure ...
value of 1.3 . For harmonic response , with the exception of two points , > 3.0 . Thus the trend displayed by the moored structure holds over a wide range of conditions . The sawtooth and harmonic response modes for the fixed structure ...
Page 236
... response to changes in system parameters is not presently well understood . For given system parameters , the initial conditions , u ( 0 ) , y ( 0 ) and y ( 0 ) determine to which of several periodic solutions the system will settle . A ...
... response to changes in system parameters is not presently well understood . For given system parameters , the initial conditions , u ( 0 ) , y ( 0 ) and y ( 0 ) determine to which of several periodic solutions the system will settle . A ...
Contents
ICEENVIRONMENT STATISTICS | 1 |
Seasonal Ice Cover Variability in a Coupled IceOcean Model for the Arctic Ocean | 11 |
An Illustration of Theoretical and Empirical Errors and the Effect of the Resolution of the | 21 |
Copyright | |
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analysis angle Arctic/Polar Technology ASME beam Beaufort Sea berm brine calculated Canada Cold Regions compressive conducted crack creep Croasdale curves deflection density displacement drag drag coefficient effect elastic equation evaporator experimental failure finite element flexural floe flow fluid form drag fracture toughness freezing frequency friction coefficient heat transfer ice cover ice forces ice load ice movement ice plates ice rubble ice sheet ice thickness increase indentor Laboratory layer length linear maximum mode offshore structure OMAE panels parameters permafrost pile plane strain plastic Plastic Analysis plotted Poisson's Ratio pore pressure predictions ratio Research Ride-Up ridge rubble field salinity samples scale sea ice sensors shear shear strength shear stress shown in Figure simulation snow soil spray ice strain rate strength stress surface Technology ASME 1992 temperature thaw thaw depth thermal thermosyphon Timco tube Tuktoyaktuk values velocity vertical