Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 146
... tower dynamic responses and applied loads , respectively , can be realized if the dynamic wind loads with waves are used instead of static wind load superimposed to the wave responses . By excluding the admittance function , dynamic tower ...
... tower dynamic responses and applied loads , respectively , can be realized if the dynamic wind loads with waves are used instead of static wind load superimposed to the wave responses . By excluding the admittance function , dynamic tower ...
Page 175
... tower is a first iteration design with- out any particular attempts at optimization . Several of the unique characteristics that are believed to be sig- nificant in the mild environment tower are already evident here even without ...
... tower is a first iteration design with- out any particular attempts at optimization . Several of the unique characteristics that are believed to be sig- nificant in the mild environment tower are already evident here even without ...
Page 301
... tower under the action of random sea waves is carried out by using nonlinear spectral analysis . The study indicates that when the displacement is small , the linearized solution can give reasonable approximation , but when the ...
... tower under the action of random sea waves is carried out by using nonlinear spectral analysis . The study indicates that when the displacement is small , the linearized solution can give reasonable approximation , but when 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