Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 159
... calculated with a finite element model shown adjacent to the envelope diagram . The analysis procedure was a full time - domain approach . Superimposed on the rigorously obtained envelope is the envelope calculated by the Quickwave ...
... calculated with a finite element model shown adjacent to the envelope diagram . The analysis procedure was a full time - domain approach . Superimposed on the rigorously obtained envelope is the envelope calculated by the Quickwave ...
Page 160
... calculated with the Quickwave approach compared with the rigorous methods . The location of the corner leg is shown at right , and was the main leg in the design . The heavy wide curve ( labeled " FULL ANALYSIS " ) shows the required ...
... calculated with the Quickwave approach compared with the rigorous methods . The location of the corner leg is shown at right , and was the main leg in the design . The heavy wide curve ( labeled " FULL ANALYSIS " ) shows the required ...
Page 249
... calculated . Using the stress range △ o , the stress intensity factors for crack depth AK , and crack width AK can be calculated with equation ( 6 ) and ( 7 ) . Assuming a crack extension △ a , the corresponding number of cycles can ...
... calculated . Using the stress range △ o , the stress intensity factors for crack depth AK , and crack width AK can be calculated with equation ( 6 ) and ( 7 ) . Assuming a crack extension △ a , the corresponding number of cycles can ...
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