Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
From inside the book
Results 1-3 of 77
Page 3
... determined as mo = 11.2 cm2 , m1 = 39.8 cm ? 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 mo fo = 2x ( m2 ) * m2 ( 2 ) In the ...
... determined as mo = 11.2 cm2 , m1 = 39.8 cm ? 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 mo fo = 2x ( m2 ) * m2 ( 2 ) In the ...
Page 160
... determined from torsional pendulum tests ( and these results compared to those determined from the swinging pendulum tests ) . Metacentric height was determined inclining experiments . Results are presented in Table 1 . from Impulse ...
... determined from torsional pendulum tests ( and these results compared to those determined from the swinging pendulum tests ) . Metacentric height was determined inclining experiments . Results are presented in Table 1 . from 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 | |
49 other sections not shown
Other editions - View all
Common terms and phrases
acceleration added mass amplitude analysis angle boundary condition calculated cavitation circular cylinder Comparison compliant compliant tower components computed cosh cyclic cylinder 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 hydrodynamic force incident wave integral interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures OMAE oscillating parameters peak pile platform pontoons predicted propagation random wave ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker tension leg platform tests theory values velocity potential vortex water depth wave exciting wave forces wave height wave loading wavemaker wavenumber wind