Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 143
... loads for offshore structures has been carried out using equivalent static loads applied on the deck . For compliant towers with a long natural period of vibration , the importance of the low frequency wind turbulence can become ...
... loads for offshore structures has been carried out using equivalent static loads applied on the deck . For compliant towers with a long natural period of vibration , the importance of the low frequency wind turbulence can become ...
Page 146
... 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 responses are reduced around 5 to ...
... 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 responses are reduced around 5 to ...
Page 208
... load that can be sustained to the design load . The design loads ( wave loads + dead loads ) are applied to the structure , then the loads are increased incrementally until the final collapse of the structure . A typical behaviour curve ...
... load that can be sustained to the design load . The design loads ( wave loads + dead loads ) are applied to the structure , then the loads are increased incrementally until the final collapse of the structure . A typical behaviour curve ...
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