Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 68
... integral over the free surface i . e . ~ i Φις = 2 lapsi ( r , 0 ) G ( r ,, 0 , 2 ; r ' , 0 ' ) r'de ' dr ' = ίπ 1 1 Σ eino ( @ ƒ's'n ( r ' ) 8n ( ri , z ; r ' ) r'dr ' ( 34a ) n = -∞ As mentioned before this solution satisfies ...
... integral over the free surface i . e . ~ i Φις = 2 lapsi ( r , 0 ) G ( r ,, 0 , 2 ; r ' , 0 ' ) r'de ' dr ' = ίπ 1 1 Σ eino ( @ ƒ's'n ( r ' ) 8n ( ri , z ; r ' ) r'dr ' ( 34a ) n = -∞ As mentioned before this solution satisfies ...
Page 74
... integral appearing in the formulation for the second - order hydrodynamic loads due to the second - order potential is divided into two regions , an interior region containing the array and an exterior region extending to infinity in ...
... integral appearing in the formulation for the second - order hydrodynamic loads due to the second - order potential is divided into two regions , an interior region containing the array and an exterior region extending to infinity in ...
Page 76
... integral evaluated by a suitable quadrature rule . However , for an array of vertical bodies of arbitrary cross- section the angular and radial dependency in the free - surface integral will not be separable . Therefore , in the present ...
... integral evaluated by a suitable quadrature rule . However , for an array of vertical bodies of arbitrary cross- section the angular and radial dependency in the free - surface integral will not be separable . Therefore , in the present ...
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