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 208
... Structural response vector External load vector ( 1 ) and Adenotes increments while dot superscript designates differentiation with respect to time Structural modelling The mass matrix contains top side mass , structural mass and added ...
... Structural response vector External load vector ( 1 ) and Adenotes increments while dot superscript designates differentiation with respect to time Structural modelling The mass matrix contains top side mass , structural mass and added ...
Page 233
... structural damping , soil - structure interaction and hydrodynamic potential damping . Normal modelling practice for the structural damping is to use a linear and viscous damping model . This is done by using a Rayleigh model which ...
... structural damping , soil - structure interaction and hydrodynamic potential damping . Normal modelling practice for the structural damping is to use a linear and viscous damping model . This is done by using a Rayleigh model which ...
Page 238
... structural and soil damping is applied , and they must increase when the structural and soil damping is decreased . to This is verified by inspection of the sample probability distributions for the resonant response given in Figure 6 ...
... structural and soil damping is applied , and they must increase when the structural and soil damping is decreased . to This is verified by inspection of the sample probability distributions for the resonant response given in Figure 6 ...
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 |
Copyright | |
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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