Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 140
... boundary condition with enough accuracy . In giving the governing equation ( 1 ) and boundary conditions ( 3 ) and ( 4 ) , we have used Darcy's law . = A - 1/5 ( p + Pgz ) where is the seepage velocity . If there is no wave in the sea ...
... boundary condition with enough accuracy . In giving the governing equation ( 1 ) and boundary conditions ( 3 ) and ( 4 ) , we have used Darcy's law . = A - 1/5 ( p + Pgz ) where is the seepage velocity . If there is no wave in the sea ...
Page 255
... boundary conditions , and initial conditions . Time marching is achieved by Crank - Nicholson type implicit difference scheme for unconditional numerical stability . Simultaneous equations resulting from the boundary element ...
... boundary conditions , and initial conditions . Time marching is achieved by Crank - Nicholson type implicit difference scheme for unconditional numerical stability . Simultaneous equations resulting from the boundary element ...
Page 257
... boundary element method to solve the above problem numerically , except the open - boundary condition on Sc1 which will be discussed in the next section . BOUNDARY ELEMENT METHOD If one uses the Divergence Theorem and Green's 2nd ...
... boundary element method to solve the above problem numerically , except the open - boundary condition on Sc1 which will be discussed in the next section . BOUNDARY ELEMENT METHOD If one uses the Divergence Theorem and Green's 2nd ...
Contents
OCEAN WAVES | 1 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 25 |
Copyright | |
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added mass amplitude analysis applied array assumed body boundary calculated circular cylinder coefficient comparison component computed considered constant corresponding crest cylinder damping defined depends depth determined direction distribution domain drag coefficient drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid forward frequency function given horizontal hydrodynamic incident increase inertia integral irregular Kc number length lift force linear load low-frequency maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters period pile plate potential predicted presented pressure problem radiation range reference regular waves respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge swing Table theory velocity vertical vessel vortex wave force wave height