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 183
... integral method in two dimensions . A suitable Green's function G ( L ; L ) is given by G ( L ; L ) = H。( koR1 ) ( 22 ) = ( x- where Ho is the Hankel function of the first kind of order zero and R2 5 ) 2 + ( y - 5 ) 2 . Application of ...
... integral method in two dimensions . A suitable Green's function G ( L ; L ) is given by G ( L ; L ) = H。( koR1 ) ( 22 ) = ( x- where Ho is the Hankel function of the first kind of order zero and R2 5 ) 2 + ( y - 5 ) 2 . Application of ...
Page 184
... integral appearing in Eq . 20 constitutes the major computational effort in obtaining the second - order force component F ( 2 ) . In the present work the free - surface integral is divided into two parts , an interior , near - field ...
... integral appearing in Eq . 20 constitutes the major computational effort in obtaining the second - order force component F ( 2 ) . In the present work the free - surface integral is divided into two parts , an interior , near - field ...
Page 186
... integral If with varying distance R is shown in Table 1 which presents the values of the interior ( IF ) , exterior ( IF ) , and total ( IF = IF , + IF2 ) free - surface integrals for various values of R for an isolated circular ...
... integral If with varying distance R is shown in Table 1 which presents the values of the interior ( IF ) , exterior ( IF ) , and total ( IF = IF , + IF2 ) free - surface integrals for various values of R for an isolated circular ...
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