Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Part 1American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 56
... Boundary conditions аф аф дп = ax афаф = an ax = u ( z , t ) ( on Sp ) ( 1 • c ) = u ( z , t ) ( on Sp ) ( 1. d ) where n is the outward unit normal vector on the boundaries . u and ù are x - directional components of the water particle ...
... Boundary conditions аф аф дп = ax афаф = an ax = u ( z , t ) ( on Sp ) ( 1 • c ) = u ( z , t ) ( on Sp ) ( 1. d ) where n is the outward unit normal vector on the boundaries . u and ù are x - directional components of the water particle ...
Page 59
... boundary for the B.E.M. as follows : u ( t ) = g n ( t ) ( 7 ) In addition , the horizontal water particle acceleration u is required on the inflow boundary for the acceleration field . u is calculated by numerical differentiation of u ...
... boundary for the B.E.M. as follows : u ( t ) = g n ( t ) ( 7 ) In addition , the horizontal water particle acceleration u is required on the inflow boundary for the acceleration field . u is calculated by numerical differentiation of u ...
Page 63
... Boundary Symmetry Boundary D Symmetry Boundary E Downwave. OMAE 1997 - Volume I - B , Offshore Technology ASME 1997 ABSTRACT The interaction of nonlinear solitary waves with a vertical cylinder is investigated . The fixed cylinder is of ...
... Boundary Symmetry Boundary D Symmetry Boundary E Downwave. OMAE 1997 - Volume I - B , Offshore Technology ASME 1997 ABSTRACT The interaction of nonlinear solitary waves with a vertical cylinder is investigated . The fixed cylinder is of ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Underwater Cylindrical Structures | 73 |
Copyright | |
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added mass amplitude analysis anchor angle axial stress breakwater cable caisson calculated catenary components computed configuration cylinder damping diameter diffraction displacement domain drag coefficient dynamic effect element Engineering equation evaluation excitation experimental experiments Fieldbus Figure flow fluid FPSO free surface function Green function guidewire heave horizontal hull hydrodynamic incident wave installation integral interaction irregular waves Japan length linear load matrix maximum measured method mode mooring line mooring system motion nonlinear numerical obtained Ocean Offshore Technology ASME oscillation parameters PETROBRAS piles pipe string pitch moment platform predicted present ratio response riser ship shown in Fig simulation sloshing pressure solution speed stress surge tank Technology ASME 1997 tension Tension Leg Platform theory third order tsunami vector velocity potential vertical vessel vortex shedding water depth wave force wave height wave period wave power