Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 268
... pipe , we use constant - length elements , each having the same length as the length of the element at x = --Ro · Once ( p ) , PEL , UL , is calculated by solving the system of equations generated by Eqs . ( 16 ) and ( 17 ) , the ...
... pipe , we use constant - length elements , each having the same length as the length of the element at x = --Ro · Once ( p ) , PEL , UL , is calculated by solving the system of equations generated by Eqs . ( 16 ) and ( 17 ) , the ...
Page 269
... pipe only near the pipe wall . In the B - 45 ° case , the rays around the lower pipe wall , R2 -- я , turn more sharply since the waves there are trying to propagate opposing the current due to the intake flow . The variation of the ...
... pipe only near the pipe wall . In the B - 45 ° case , the rays around the lower pipe wall , R2 -- я , turn more sharply since the waves there are trying to propagate opposing the current due to the intake flow . The variation of the ...
Page 411
... pipe ( Model - 5 ) , the pipe was supported by a pair of horizontal RGD members at both its extreme ends . The reactions obtained from the RGD members also would provide us the g - factor for the single pipe . MODAL PARTICIPATION The ...
... pipe ( Model - 5 ) , the pipe was supported by a pair of horizontal RGD members at both its extreme ends . The reactions obtained from the RGD members also would provide us the g - factor for the single pipe . MODAL PARTICIPATION The ...
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