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 45
... direction . The methodology used results in a more consistent approach to establish structural strength ( in different directions ) relative to the preferred directions of extreme storms . In the past , structures have been designed to ...
... direction . The methodology used results in a more consistent approach to establish structural strength ( in different directions ) relative to the preferred directions of extreme storms . In the past , structures have been designed to ...
Page 50
... directions . This results in inconsistent ( and unnecessary ) capacity the non - dominant storm directions . We argue that the structure should have a more directionally- even distribution of storm capacity to by - direction target ...
... directions . This results in inconsistent ( and unnecessary ) capacity the non - dominant storm directions . We argue that the structure should have a more directionally- even distribution of storm capacity to by - direction target ...
Page 467
... direction of the units 25 are shown in Fig . 3 , The ordinate is the amplitude of force in surge direction per incident wave amplitude and the abscissa is the wave circular frequency . The solid curve indicates calculations obtained by ...
... direction of the units 25 are shown in Fig . 3 , The ordinate is the amplitude of force in surge direction per incident wave amplitude and the abscissa is the wave circular frequency . The solid curve indicates calculations obtained by ...
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