Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 159
The Quickwave calculated a base overturning moment that was about 3% less
than the full-analysis method. Figure 6 depicts the design shear envelopes for the
flextower. The thicker line is labeled " FULL ANALYSIS" and was calculated with
...
The Quickwave calculated a base overturning moment that was about 3% less
than the full-analysis method. Figure 6 depicts the design shear envelopes for the
flextower. The thicker line is labeled " FULL ANALYSIS" and was calculated with
...
Page 160
The approximate method does excellently in matching the wall thicknesses
calculated from the full analysis and design. Figure 8(a) compares the leg wall
thicknesses calculated with the Quickwave approach compared with the rigorous
...
The approximate method does excellently in matching the wall thicknesses
calculated from the full analysis and design. Figure 8(a) compares the leg wall
thicknesses calculated with the Quickwave approach compared with the rigorous
...
Page 249
The analytical integration of the crack growth law as theoretically shown in
equation (4) is in general not possible due to the complex relation between the
crack depth and the SIF, therefore numerical calculation procedures have to be
applied.
The analytical integration of the crack growth law as theoretically shown in
equation (4) is in general not possible due to the complex relation between the
crack depth and the SIF, therefore numerical calculation procedures have to be
applied.
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Contents
OCEAN WAVES AND ENERGY | 1 |
HYDRODYNAMIC FORCES | 45 |
COMPUTATIONAL HYDRODYNAMICS | 91 |
Copyright | |
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Common terms and phrases
added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy 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 maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio 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 vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind