Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 143
... dynamic wind loads on compliant tower responses . The investigation results indicate that the impact of using dynamic wind loads ( based on a one - hour average wind speed with gust fluctuation ) would be a reduction in dynamic tower ...
... dynamic wind loads on compliant tower responses . The investigation results indicate that the impact of using dynamic wind loads ( based on a one - hour average wind speed with gust fluctuation ) would be a reduction in dynamic tower ...
Page 145
... dynamic response analyses . Each of the 25 random wave records has the same duration as the random wind force and was simulated from a unidirectional Pierson- Moskowitz wave spectrum with significant wave height of 40 feet and mean zero ...
... dynamic response analyses . Each of the 25 random wave records has the same duration as the random wind force and was simulated from a unidirectional Pierson- Moskowitz wave spectrum with significant wave height of 40 feet and mean zero ...
Page 146
... 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 ...
... 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 ...
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