Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 51
... simulation can be in sequence , in small batches , and in gross . Using the first - order wave simulation as an example , straightforward cosine function summation and ARMA models are sequential simulation methods , the hybrid of DFT ...
... simulation can be in sequence , in small batches , and in gross . Using the first - order wave simulation as an example , straightforward cosine function summation and ARMA models are sequential simulation methods , the hybrid of DFT ...
Page 317
... simulation may be carried out for this purpose . The bending moment was chosen for the tensioned riser case as it gives the principle dynamic contribution to the riser stresses . Fig . 2 shows the standard deviation and the expected 3 ...
... simulation may be carried out for this purpose . The bending moment was chosen for the tensioned riser case as it gives the principle dynamic contribution to the riser stresses . Fig . 2 shows the standard deviation and the expected 3 ...
Page 350
... simulation seems to be allowing the buoy to leave the water surface . For the DDIOH72 heave velocity simulation , KBLDYN predicts that the response will be equally strong at both incident peak frequencies . The measured data show that ...
... simulation seems to be allowing the buoy to leave the water surface . For the DDIOH72 heave velocity simulation , KBLDYN predicts that the response will be equally strong at both incident peak frequencies . The measured data show that ...
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