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 12
... defined as a function of frequency and direction or spreading defined as a function of direction only ) are used . Figures 8 and 9 show the effect when a 20 degree and a 35 degree mean wave propagation angle are used . In both cases ...
... defined as a function of frequency and direction or spreading defined as a function of direction only ) are used . Figures 8 and 9 show the effect when a 20 degree and a 35 degree mean wave propagation angle are used . In both cases ...
Page 13
... defined as a function of frequency and direction , or defined as a function of direction only . Agreement between the target and the measured distribution of spreading function at the peak frequency is better when the spreading is defined ...
... defined as a function of frequency and direction , or defined as a function of direction only . Agreement between the target and the measured distribution of spreading function at the peak frequency is better when the spreading is defined ...
Page 392
... defined in the N - M plane by n points R¡ whose coordinates N¡ , M ;, i = 1 to n , are functions of a number of random variables defining the geometric and mechanical properties of the section . The sollicitation state is defined by a ...
... defined in the N - M plane by n points R¡ whose coordinates N¡ , M ;, i = 1 to n , are functions of a number of random variables defining the geometric and mechanical properties of the section . The sollicitation state is defined by a ...
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