Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 58
... Table 1 , and there were 48 combinations to be tested . For each combination , the test was repeated 3 times , and there were 144 runs in total . For each run , the measurement began at the moment when the crest of the first stable wave ...
... Table 1 , and there were 48 combinations to be tested . For each combination , the test was repeated 3 times , and there were 144 runs in total . For each run , the measurement began at the moment when the crest of the first stable wave ...
Page 323
Table 6 : Correlation of Ambrose Tower finite element model ; single FEA Sa N Σαλ by RESTRUCT | by NASTRAN | Error ( % ) * with cognate space selection without cognate space selection : u68 0.02187 m Average number of iterations for ...
Table 6 : Correlation of Ambrose Tower finite element model ; single FEA Sa N Σαλ by RESTRUCT | by NASTRAN | Error ( % ) * with cognate space selection without cognate space selection : u68 0.02187 m Average number of iterations for ...
Page 130
... Table.5 and Table.6 , based on that the correlation coefficient obtained in the estimation of Weibull distribution parameters using the least - squares method is larger than the minimum that is required to make the repression effective ...
... Table.5 and Table.6 , based on that the correlation coefficient obtained in the estimation of Weibull distribution parameters using the least - squares method is larger than the minimum that is required to make the repression effective ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile