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 109
... field y ( x , y ) at a certain time ( the flow field may have been developed by a fluid flowing past a num- ber of structures ) . At the present time one or several of the structures start acceler- ating impulsively . The vorticity ...
... field y ( x , y ) at a certain time ( the flow field may have been developed by a fluid flowing past a num- ber of structures ) . At the present time one or several of the structures start acceler- ating impulsively . The vorticity ...
Page 140
... field . In solving the seepage pressure , the wave pressure at sea bottom from MacCamy and Fuchs ' diffraction ... field is , accordingly , divided into two subdomains , as shown in Fig . 1. The second subdomain is a cylindrical field ...
... field . In solving the seepage pressure , the wave pressure at sea bottom from MacCamy and Fuchs ' diffraction ... field is , accordingly , divided into two subdomains , as shown in Fig . 1. The second subdomain is a cylindrical field ...
Page 205
... field asymp- totic behaviour of the pressure distribution . Hence , the formulation of radiation conditions for the second- order diffraction problems becomes theoretically clear . NOMENCLATURE A ( 0 ) K m ( 0 ) the far - field ...
... field asymp- totic behaviour of the pressure distribution . Hence , the formulation of radiation conditions for the second- order diffraction problems becomes theoretically clear . NOMENCLATURE A ( 0 ) K m ( 0 ) the far - field ...
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