Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 68
... obtained once the outer solution is determined . The hydrodynamic pressure at a field point near cylinder j can be obtained by the Bernoulli equation . If the time factor is omitted it is given by p = - p + U дх where p is the density ...
... obtained once the outer solution is determined . The hydrodynamic pressure at a field point near cylinder j can be obtained by the Bernoulli equation . If the time factor is omitted it is given by p = - p + U дх where p is the density ...
Page 472
... obtained to be , [ k ' ] = [ k ] [ T ] ( 7 ) By using the same analogy the consistent load vector of a partly connected member can be obtained as , ( 8 ) where { p } is the consistent load vector of the member ( i - j ) and [ . ] TM ...
... obtained to be , [ k ' ] = [ k ] [ T ] ( 7 ) By using the same analogy the consistent load vector of a partly connected member can be obtained as , ( 8 ) where { p } is the consistent load vector of the member ( i - j ) and [ . ] TM ...
Page 374
... obtained above . - The results obtained for COV [ SC ] > 0.15 are not reliable , because the design points for SC are in tail of the distribution and the Normal assumption , which is based on only 100 simula- tions , is not sufficient ...
... obtained above . - The results obtained for COV [ SC ] > 0.15 are not reliable , because the design points for SC are in tail of the distribution and the Normal assumption , which is based on only 100 simula- tions , is not sufficient ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power