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 74
... KC Number and Re Number same as The definition of KC used here is the introduced in author's previous study ( 1987 ) , i.e. KC number is defined as the product of and the ratio of water particle displacement in one wave period to pile ...
... KC Number and Re Number same as The definition of KC used here is the introduced in author's previous study ( 1987 ) , i.e. KC number is defined as the product of and the ratio of water particle displacement in one wave period to pile ...
Page 95
... KC number ( KC = UmT / D ) . As stated before ( Yu and Zhang , 1988 ) , the parameters of the significant wave and its maximum horizontal orbital velocity at the wave surface are chosen to define KC number ( hereafter referred to as ...
... KC number ( KC = UmT / D ) . As stated before ( Yu and Zhang , 1988 ) , the parameters of the significant wave and its maximum horizontal orbital velocity at the wave surface are chosen to define KC number ( hereafter referred to as ...
Page 194
... Kc number of the each swing can be written as follows . CDF = CD ( KCF ) , CDB = CD ( KCB ) ( 15 ) CDF is not equal to CDB . because the Kc number of the forward swing and the backward swing are different from each other . Therefore the ...
... Kc number of the each swing can be written as follows . CDF = CD ( KCF ) , CDB = CD ( KCB ) ( 15 ) CDF is not equal to CDB . because the Kc number of the forward swing and the backward swing are different from each other . Therefore the ...
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