Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 171
... platform in much deeper water- depths than the traditional fixed platform . Over at least the past two decades , numerous variations based on the principle of com- pliance have been developed to greater or lesser detail . This paper ...
... platform in much deeper water- depths than the traditional fixed platform . Over at least the past two decades , numerous variations based on the principle of com- pliance have been developed to greater or lesser detail . This paper ...
Page 39
... platform . = PESIRjKI * PFPIR.jkl * = The probability that a vessel in vessels category j in size category k in traffic group I travelling in lane i is on a collision course at the point when the vessel can observe the platform ...
... platform . = PESIRjKI * PFPIR.jkl * = The probability that a vessel in vessels category j in size category k in traffic group I travelling in lane i is on a collision course at the point when the vessel can observe the platform ...
Page 192
... platform installation , Bass Strait was a relatively new frontier . Little local information was available to design engineers on critical platform design parameters of soil strength and environmental loading , therefore prevailing ...
... platform installation , Bass Strait was a relatively new frontier . Little local information was available to design engineers on critical platform design parameters of soil strength and environmental loading , therefore prevailing ...
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