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 12
... depends on frequencies and wave numbers of first order components and on the water depth [ 12 ] . Neither superharmonics of the surface elevation nor the water particle velocities tend to zero for infinite waterdepth . This theory is ...
... depends on frequencies and wave numbers of first order components and on the water depth [ 12 ] . Neither superharmonics of the surface elevation nor the water particle velocities tend to zero for infinite waterdepth . This theory is ...
Page 191
... depends on KCF ( = YF / D ) which is the Keulegan - Carpenter number for the forward swing and CDB depends on KCB ( = TYB / D ) for the backward swing . At the moment of the maximum velocity of the low- frequency motion Um . KCF and Kcg ...
... depends on KCF ( = YF / D ) which is the Keulegan - Carpenter number for the forward swing and CDB depends on KCB ( = TYB / D ) for the backward swing . At the moment of the maximum velocity of the low- frequency motion Um . KCF and Kcg ...
Page 199
... depends on its own governing non - dimensional parameters by free or forced oscillation tests in regular waves1 ) 2 ) , For example a drag coefficient for a pure sinusoidal oscillation depends on Keulegan Carpenter number and Reynolds ...
... depends on its own governing non - dimensional parameters by free or forced oscillation tests in regular waves1 ) 2 ) , For example a drag coefficient for a pure sinusoidal oscillation depends on Keulegan Carpenter number and Reynolds ...
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