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 83
... solution in the frame work of the linear theory and in order to compare this result with that of Tasai we adopt the ... solution for the Froude Krylov force is presented for various angles of heel and if we take the li- miting case for ...
... solution in the frame work of the linear theory and in order to compare this result with that of Tasai we adopt the ... solution for the Froude Krylov force is presented for various angles of heel and if we take the li- miting case for ...
Page 147
... solution is presented for a corresponding wave height of 1 ft . The nonlinear solution appears to correlate quite well with the measured data and eliminates the coupling effect evident in the linear solution near the natural periods ...
... solution is presented for a corresponding wave height of 1 ft . The nonlinear solution appears to correlate quite well with the measured data and eliminates the coupling effect evident in the linear solution near the natural periods ...
Page 181
... solution for the second - order hydrodynamic loads on the cylinder array via a numerical integration over the mean fluid free - surface . The other method is based on a large spacing approximation between the array members and involves ...
... solution for the second - order hydrodynamic loads on the cylinder array via a numerical integration over the mean fluid free - surface . The other method is based on a large spacing approximation between the array members and involves ...
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