Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 95
... shown above except the vertical stiffness calculated by the momentum theory ( extended Maruo's method ) and the present method ( finite amplitude motion model ) are shown in Fig . 6 and Fig . 7. In one of the bodies , vertical stiffness ...
... shown above except the vertical stiffness calculated by the momentum theory ( extended Maruo's method ) and the present method ( finite amplitude motion model ) are shown in Fig . 6 and Fig . 7. In one of the bodies , vertical stiffness ...
Page 263
... shown in Fig.8 and Fig.9 . For the experiment ( 2 ) the results are shown in Fig.10 and Fig.11 . Fig.8 shows altitude and attitude , and Fig.9 shows elastic response . Compared with the control simulation , more fluctuation is observed ...
... shown in Fig.8 and Fig.9 . For the experiment ( 2 ) the results are shown in Fig.10 and Fig.11 . Fig.8 shows altitude and attitude , and Fig.9 shows elastic response . Compared with the control simulation , more fluctuation is observed ...
Page 182
... shown in Figure 9. A large increase in the dent depth occurs at the ultimate load . The measured results shown in Figure 9 agree well with the analysis results at low applied load . At loads just prior to the ultimate load , the ...
... shown in Figure 9. A large increase in the dent depth occurs at the ultimate load . The measured results shown in Figure 9 agree well with the analysis results at low applied load . At loads just prior to the ultimate load , the ...
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