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 6
In the following , examples are presented for the effects of the nonlinearities at two relative threshold levels of a / Hs equal to 0.5 and 0.6 . The nonlinear corrections derived for the average time duration and time intervals are ...
In the following , examples are presented for the effects of the nonlinearities at two relative threshold levels of a / Hs equal to 0.5 and 0.6 . The nonlinear corrections derived for the average time duration and time intervals are ...
Page 52
In the range of Keulegan - Carpenter numbers where the vortex pairs rapidly remove themselves from the flow field due to their mutual induction , the relative motion of the cylinder end may lead to more complex problems .
In the range of Keulegan - Carpenter numbers where the vortex pairs rapidly remove themselves from the flow field due to their mutual induction , the relative motion of the cylinder end may lead to more complex problems .
Page 283
Variation of maximum amplitude of tip of plate or centre of cylinder relative to incident wave amplitude with kh when tuned to kh ~ 1.15 , with clearance 0.1h . The maximum value of this relative displacement for the cylinder does not ...
Variation of maximum amplitude of tip of plate or centre of cylinder relative to incident wave amplitude with kh when tuned to kh ~ 1.15 , with clearance 0.1h . The maximum value of this relative displacement for the cylinder does not ...
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Contents
CONTENTS | 1 |
OFFSHORE TECHNOLOGY PART | 12 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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acting added amplitude analysis applied array body boundary calculated circular coefficient compared comparison component computed considered constant crest cylinder damping defined depends depth determined direction distribution domain drag drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid frequency function given horizontal hydrodynamic incident increase integral irregular KC number length lift lift force linear load mass maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters peak period pile plate potential predicted presented pressure problem radiation random range ratio regular waves relative respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge Table technique term theory tion velocity vertical vessel vortex wave force wave height