Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 1American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 127
TIME DOMAIN SOLUTIONS FOR THE MOTION OF DIRECTIONAL WAVE BUOYS H. T. Wang and J. W. Leonard Ocean Engineering Program Oregon State University Corvallis , Oregon Slope ( deg ) Elevation ( m ) 3.00 2.00. 1992 OMAE - Volume I - A , Offshore ...
TIME DOMAIN SOLUTIONS FOR THE MOTION OF DIRECTIONAL WAVE BUOYS H. T. Wang and J. W. Leonard Ocean Engineering Program Oregon State University Corvallis , Oregon Slope ( deg ) Elevation ( m ) 3.00 2.00. 1992 OMAE - Volume I - A , Offshore ...
Page 207
... domain analysis , alone . They require a time domain stochastic analysis , at least for checking and calibration , due to the nonlinear loading and response behaviour . In this paper an efficient procedure for time domain nonlinear ...
... domain analysis , alone . They require a time domain stochastic analysis , at least for checking and calibration , due to the nonlinear loading and response behaviour . In this paper an efficient procedure for time domain nonlinear ...
Page 231
... domain simulation methods drag - dominated are often used for dynamic analysis offshore platforms like jack - ups , deep water jackets and compliant towers . This may be either for direct estimation of extreme dynamic response or for ...
... domain simulation methods drag - dominated are often used for dynamic analysis offshore platforms like jack - ups , deep water jackets and compliant towers . This may be either for direct estimation of extreme dynamic response or for ...
Contents
OCEAN WAVES AND CURRENT | 1 |
Directional Wave Observations During High Sea States From an NDBC Discus Buoy | 25 |
Vortex Trajectories Around a Circular Cylinder in Oscillatory Plus Mean Flows | 69 |
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added mass added resistance analysis body buoy cable calculated catenary components computed configuration convective cylinder damping ratio density displacement distribution domain drag coefficient drag force drift forces dynamic response effect energy Engineering estimated experimental extreme Figure floating flow fluid force coefficients free surface function Green's function heave motion horizontal hydrodynamic hydrodynamic damping incident wave inertia integral internal wave irregular waves KC number lift force linear load low-frequency damping matrix maximum measured method mode mooring Morison equation nondimensional nonlinear obtained Ocean Ocean Engineering Offshore Technology oscillation parameters peak phase velocity platform pontoon potential prediction Rayleigh Rayleigh distribution region resonant rotation second-order ship shown simulation solitary wave spectra spectrum submerged surge tension tethers values vector velocity velocity potential vertical vibration vortex water depth wave crest wave forces wave frequency wave height wave period Wavenumber wind