Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 78
Page 316
... response from each simulation will in turn be a realization of the response process for the environmental and loading conditions selected . Response statistics , spectra and distributions may therefore be estimated from the simulation ...
... response from each simulation will in turn be a realization of the response process for the environmental and loading conditions selected . Response statistics , spectra and distributions may therefore be estimated from the simulation ...
Page 333
... response functions . In the experiment the model mooring line was oscillated randomly . Both the motion and tension on the upper end of mooring line were measured and recorded . Then the frequency response functions were analyzed from ...
... response functions . In the experiment the model mooring line was oscillated randomly . Both the motion and tension on the upper end of mooring line were measured and recorded . Then the frequency response functions were analyzed from ...
Page 350
... response will be equally strong at both incident peak frequencies . The measured data show that in fact this response is strongest at the higher of the two frequencies , and in fact , the measured variance ( 130.59 in2 / s2 ) is nearly ...
... response will be equally strong at both incident peak frequencies . The measured data show that in fact this response is strongest at the higher of the two frequencies , and in fact , the measured variance ( 130.59 in2 / s2 ) is nearly ...
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 | |
25 other sections not shown
Other editions - View all
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