Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 65
Page 24
... Load Control , Cal . 2 · Load Control , Exp . Vg = 13 ( v ) , Cal . Vg = 13 ( v ) , Exp . Vg = 18 ( v ) , Exp . 0 20 -0.5 10 0 -1 0 2 3 4 5 6 0 5 10 15 20 25 T ( s ) t ( s ) FIG . 8 AVERAGE ELECTRIC POWER OUTPUT FIG . 10 TIME HISTORIES ...
... Load Control , Cal . 2 · Load Control , Exp . Vg = 13 ( v ) , Cal . Vg = 13 ( v ) , Exp . Vg = 18 ( v ) , Exp . 0 20 -0.5 10 0 -1 0 2 3 4 5 6 0 5 10 15 20 25 T ( s ) t ( s ) FIG . 8 AVERAGE ELECTRIC POWER OUTPUT FIG . 10 TIME HISTORIES ...
Page 25
... Load Control 0 0 0.4 0.6 0.8 1 1.2 H01 ( m ) FIG . 12 SYSTEM EFFICIENCIES IN IRREGULAR WAVES wave conditions , but the device without load control can only adapt few wave conditions . The load control can improve the efficiencies of ...
... Load Control 0 0 0.4 0.6 0.8 1 1.2 H01 ( m ) FIG . 12 SYSTEM EFFICIENCIES IN IRREGULAR WAVES wave conditions , but the device without load control can only adapt few wave conditions . The load control can improve the efficiencies of ...
Page 208
λ max Load Factor Global Displacement FIG . 8 - TYPICAL BEHAVIOUR CURVE Load level 3 2 5 10 0.1 0.3 Intact structure Member 5090 removed 0.7 1.1 0.5 0.9 1.3 Displacement at the ... LOAD RESISTANCE Load level 6 Intact structure 5 Pile 208 λ 7.
λ max Load Factor Global Displacement FIG . 8 - TYPICAL BEHAVIOUR CURVE Load level 3 2 5 10 0.1 0.3 Intact structure Member 5090 removed 0.7 1.1 0.5 0.9 1.3 Displacement at the ... LOAD RESISTANCE Load level 6 Intact structure 5 Pile 208 λ 7.
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 | |
25 other sections not shown
Other editions - View all
Common terms and phrases
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