Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 166
... tubes . However , based on the stub column tests reported by CBI ( 1985 ) and the analytical pre- dictions , the specification formula seems to be quite conser- vative . In these tests , the undeformed ends of the tube may be considered ...
... tubes . However , based on the stub column tests reported by CBI ( 1985 ) and the analytical pre- dictions , the specification formula seems to be quite conser- vative . In these tests , the undeformed ends of the tube may be considered ...
Page 167
... tube remains elastic with constant cross - section . However , stiffened tubes are designed for high levels of pressure and , therefore , inelastic behavior and extensive ovalization are ex- pected to be an important factor for the ...
... tube remains elastic with constant cross - section . However , stiffened tubes are designed for high levels of pressure and , therefore , inelastic behavior and extensive ovalization are ex- pected to be an important factor for the ...
Page 169
... tube , referred to as tube SP3 , are reported in Figure 10. The outside diameter and thickness of the tube are equal to 1168.4 mm ( 46.0 in ) and 28.58 mm ( 1.125 in ) respectively . The material is assumed to be bilinear , with yield ...
... tube , referred to as tube SP3 , are reported in Figure 10. The outside diameter and thickness of the tube are equal to 1168.4 mm ( 46.0 in ) and 28.58 mm ( 1.125 in ) respectively . The material is assumed to be bilinear , with yield ...
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