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 3
... determined as mo = 11.2 cm2 , m1 = 39.8 cm2 m2rad / sec , m2 = 144 cm2 ( rad / sec ) 2 The mean zero - up crossing period To of the waves may be calcu- lated from the moments using the equation To = 2x ( m2 ) 14 ( 2 ) For purposes of ...
... determined as mo = 11.2 cm2 , m1 = 39.8 cm2 m2rad / sec , m2 = 144 cm2 ( rad / sec ) 2 The mean zero - up crossing period To of the waves may be calcu- lated from the moments using the equation To = 2x ( m2 ) 14 ( 2 ) For purposes of ...
Page 160
... determined from torsional pendulum tests ( and these results compared to those determined from the swinging pendulum tests ) . Metacentric height was determined from inclining experiments . Results are presented in Table 1 . Impulse ...
... determined from torsional pendulum tests ( and these results compared to those determined from the swinging pendulum tests ) . Metacentric height was determined from inclining experiments . Results are presented in Table 1 . Impulse ...
Page 119
... determined by its direction and its distances to the forecast ( target ) point . The distance is determined by the frequency dependent group velocity c and the travel time to to the target point . The location for each wave component ...
... determined by its direction and its distances to the forecast ( target ) point . The distance is determined by the frequency dependent group velocity c and the travel time to to the target point . The location for each wave component ...
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