Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 156
... derived from previous experience for like towers , number of conductors and so on . As the design progresses , it could also be the most recent , applicable applied load derived during the " Designer Wave " approach ( Morrison and ...
... derived from previous experience for like towers , number of conductors and so on . As the design progresses , it could also be the most recent , applicable applied load derived during the " Designer Wave " approach ( Morrison and ...
Page 212
... derived from force measurements ( force transducers , force cells , and strain gauges ) . Only curves 11 , 12 , 27 , 35 , and 37 were derived from pressure measurements . Lift force measurements in wind tunnel tests can be affected by ...
... derived from force measurements ( force transducers , force cells , and strain gauges ) . Only curves 11 , 12 , 27 , 35 , and 37 were derived from pressure measurements . Lift force measurements in wind tunnel tests can be affected by ...
Page 214
... derived from experiments with an aspect ratio of 28 and end - plates . They measured transverse force by force transducers . The cylinder was mounted on a towing carriage , moving with uniform speed . Moeller's tests were very carefully ...
... derived from experiments with an aspect ratio of 28 and end - plates . They measured transverse force by force transducers . The cylinder was mounted on a towing carriage , moving with uniform speed . Moeller's tests were very carefully ...
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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Common terms and phrases
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