Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 350
... predicts that most of the heave displacement response will be at the lower of the two peak incident frequencies . However , the measured data show that the higher frequency response will be more energetic than predicted by KBLDYN . For ...
... predicts that most of the heave displacement response will be at the lower of the two peak incident frequencies . However , the measured data show that the higher frequency response will be more energetic than predicted by KBLDYN . For ...
Page 182
max shown in Figure 8. The agreement between the predicted and experimental response is considered good , particularly , in the pre - ultimate load range . The predicted ultimate load Pay from the FEM model is about 8.5 % higher than ...
max shown in Figure 8. The agreement between the predicted and experimental response is considered good , particularly , in the pre - ultimate load range . The predicted ultimate load Pay from the FEM model is about 8.5 % higher than ...
Page 183
... predicted capacity . However , the load - deformation response following ultimate load can be significantly affected . A comparison of experimental response with that predicted by FEM analysis with and without strain hardening is shown ...
... predicted capacity . However , the load - deformation response following ultimate load can be significantly affected . A comparison of experimental response with that predicted by FEM analysis with and without strain hardening is shown ...
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