Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 21
... period wind speed and a 50 ( or 100 ) year return period current speed . If these events are uncorrelated this method will yield the most conservative , extreme design load and response with a return period of 50 3 ( or 1003 ) . If they ...
... period wind speed and a 50 ( or 100 ) year return period current speed . If these events are uncorrelated this method will yield the most conservative , extreme design load and response with a return period of 50 3 ( or 1003 ) . If they ...
Page 172
... Period peak The mean values are least sensitive to period ; they tend to remain constant or decrease somewhat with increasing period . The standard devia- tions show a tendency to decrease with increasing period . The MPM ( Most ...
... Period peak The mean values are least sensitive to period ; they tend to remain constant or decrease somewhat with increasing period . The standard devia- tions show a tendency to decrease with increasing period . The MPM ( Most ...
Page 173
... period close to the natural period of roll will transfer energy to the vessel , and increase the roll angle . Typical roll periods for smaller cargo ships are normally in the same range as Tm02 , i.e. in the range 5.5 to 9.5 seconds by ...
... period close to the natural period of roll will transfer energy to the vessel , and increase the roll angle . Typical roll periods for smaller cargo ships are normally in the same range as Tm02 , i.e. in the range 5.5 to 9.5 seconds by ...
Contents
OCEAN WAVES AND ENERGY | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |
The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |
Copyright | |
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acceleration added mass amplitude analysis angle boundary condition calculated cavitation circular cylinder Comparison compliant compliant tower components computed cosh cyclic diffraction direction displacement domain drag coefficient drag force drift force dynamic effects Engineering equation experimental Figure finite element floating body fluid forward speed free surface function Green's function heave horizontal hydrodynamic incident wave interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures Offshore Technology ASME OMAE oscillating parameters peak pile platform pontoons predicted propagation random waves ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker Technology ASME 1993 tension leg platform tests theory values velocity potential vortex vortex shedding water depth wave forces wave height wave loading wavemaker wavenumber wind