Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 257
... represents a point inside the fluid region D or on the boundary S , and Q represents a point on the boundary S which completely encloses D. C ( P ) represents the interior angle of the boundary at point P if PES , and C ( P ) = 2ะป if ...
... represents a point inside the fluid region D or on the boundary S , and Q represents a point on the boundary S which completely encloses D. C ( P ) represents the interior angle of the boundary at point P if PES , and C ( P ) = 2ะป if ...
Page 347
... represents the time - independent current velocity and u ( t , z ) represents the wave velocity . Note that in equation ( 11 ) , the current and the wave are taken coplanar for conservatism . The horizontal wave motion of the water ...
... represents the time - independent current velocity and u ( t , z ) represents the wave velocity . Note that in equation ( 11 ) , the current and the wave are taken coplanar for conservatism . The horizontal wave motion of the water ...
Page 208
... represents an ORIGINS OF THE UNCERTAINTY IN WELDMENT FATIGUE STRENGTH The Basquin - Morrow equation written in the ... representing the effects of material properties . = COV of the random variable representing the stress- concentrating ...
... represents an ORIGINS OF THE UNCERTAINTY IN WELDMENT FATIGUE STRENGTH The Basquin - Morrow equation written in the ... representing the effects of material properties . = COV of the random variable representing the stress- concentrating ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
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added mass amplitude analysis array calculated results circular cylinder cosh crane ship crest damping coefficient density directional wave displacement distribution domain drag coefficient drag force dynamic effect Engineering equation estimated experimental results flow fluid force coefficients forces acting forward speed free surface Green's function heave horizontal hydrodynamic hydrodynamic forces incident wave irregular Kc number lift force linear load low-frequency matrix maximum measured method mooring line motion nonlinear obtained offshore structures oscillation parameters pile potential theory predicted pressure random ratio Rayleigh distribution regular waves response Sarpkaya second-order semisubmersible ship motions shown in Figure simulation solution spectra spectral density spectrum spreading function surge tanker transfer function vector velocity potential vertical vessel vortex vortex shedding vortices water depth wave amplitude wave component wave drift wave force wave frequency wave groups wave height wave number wave period wave power