Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 224
... flexible , aluminum pipe L / D = 7.8 , Re = 1.2E5 cantilever beam , L / D = 15 flex . and cantilever , PVC , Al , and S. Steel , avg . per Vickery / Watkins aluminum tubing , rigid cyl , forced oscillations cantilever beam , L / D = 48 ...
... flexible , aluminum pipe L / D = 7.8 , Re = 1.2E5 cantilever beam , L / D = 15 flex . and cantilever , PVC , Al , and S. Steel , avg . per Vickery / Watkins aluminum tubing , rigid cyl , forced oscillations cantilever beam , L / D = 48 ...
Page 253
... Pipelines in Steady Flows - Effect of Free - Stream Turbulence on Mean Drag ... Flexible Cylinder Near a Plane Boundary Exposed to Steady and Wave - Induced ... Flexible Cylinder Near a Plane Boundary in Steady Flow , " OTC 3991 , OTC ...
... Pipelines in Steady Flows - Effect of Free - Stream Turbulence on Mean Drag ... Flexible Cylinder Near a Plane Boundary Exposed to Steady and Wave - Induced ... Flexible Cylinder Near a Plane Boundary in Steady Flow , " OTC 3991 , OTC ...
Page 257
... PIPE FLOW B. Padmanabhan. 1994 OMAE - Volume I , Offshore Technology ASME 1994 ABSTRACT One key technology for the offshore development of the increasing water depth will be remotely operated installation and construction of flexible ...
... PIPE FLOW B. Padmanabhan. 1994 OMAE - Volume I , Offshore Technology ASME 1994 ABSTRACT One key technology for the offshore development of the increasing water depth will be remotely operated installation and construction of flexible ...
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