Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 117
... method consumes 3.55 sec , while the Walsh function method takes 0.88 sec . The Walsh function method can run about four times faster than the sinusoidal function method . The difference may depend on the difference between the ...
... method consumes 3.55 sec , while the Walsh function method takes 0.88 sec . The Walsh function method can run about four times faster than the sinusoidal function method . The difference may depend on the difference between the ...
Page 380
... METHOD 1 " AND THE OPTIMIZED COMMAND SIGNAL FOR THE SYS- TEM LAN . FIGURE 6 : COMPARISON BETWEEN CONTROLLER " METHOD ' 2 " AND THE OPTIMIZED COMMAND SIGNAL FOR THE SYS- TEM COSC . a semi - active Lanchester damper and will be denoted by ...
... METHOD 1 " AND THE OPTIMIZED COMMAND SIGNAL FOR THE SYS- TEM LAN . FIGURE 6 : COMPARISON BETWEEN CONTROLLER " METHOD ' 2 " AND THE OPTIMIZED COMMAND SIGNAL FOR THE SYS- TEM COSC . a semi - active Lanchester damper and will be denoted by ...
Page 460
... method ( Wu , 1984 ) is employed for the solution of the potentials . In the single composite source distribution method , the two composite source strengths are calculated . Therefore , Eq . ( 7 ) is replaced by the two linear system ...
... method ( Wu , 1984 ) is employed for the solution of the potentials . In the single composite source distribution method , the two composite source strengths are calculated . Therefore , Eq . ( 7 ) is replaced by the two linear system ...
Contents
OCEAN WAVES | 1 |
VOLUME IA OFFSHORE TECHNOLOGY | 65 |
J Chang | 86 |
Copyright | |
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analysis boundary conditions boundary layer calculated circular cylinder comparison compliant towers components computed corresponding crest criteria damping diffraction direction distribution drag coefficient dynamic effects Engineering equation estimated experimental Figure filter flow fluid force coefficients Fourier free surface fuzzy Hilbert transform hindcast horizontal velocity hydrodynamic impact force in-line incident wave KC number kinematics lift force linear Loop Current maximum measured method Morison motion Myrhaug NewWave non-linear obtained Offshore Structures orifice oscillating parameters phase planetary boundary layer plate platform potential flow prediction pressure rad/s random wave ratio regular waves Reynolds number sea wave second-order shear stress ship shown simulation sinusoidal spectra surface elevation tank tests tidal turbine turbulence values velocity potential vertical Volume I-A Walsh function water depth wave elevation wave energy wave force wave height wave kinematics wave power wave profile wave spectrum wave theory wave train wind