Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 284
In practice, the nonlinearity involved in stochastic dynamic problems can be very
complicated, so the Volterra theory cannot be applied directly. In this section, we
present the equivalent quadratic representation of a nonlinear dynamic system, ...
In practice, the nonlinearity involved in stochastic dynamic problems can be very
complicated, so the Volterra theory cannot be applied directly. In this section, we
present the equivalent quadratic representation of a nonlinear dynamic system, ...
Page 301
NONLINEAR RESPONSE OF AN ARTICULATED LOADING TOWER Rujian Ma
Department of Mechanical ... 1994 OMAE - Volume I, Offshore Technology ASME
1994 ABSTRACT - The nonlinear dynamic response of an articulated loading ...
NONLINEAR RESPONSE OF AN ARTICULATED LOADING TOWER Rujian Ma
Department of Mechanical ... 1994 OMAE - Volume I, Offshore Technology ASME
1994 ABSTRACT - The nonlinear dynamic response of an articulated loading ...
Page 92
The nonlinear wave models used in this study are approximate. The results are
then only indicative of the trends. A consistent nonlinear stochastic wave model is
needed before the effects may be reliably quantified. The results do, however, ...
The nonlinear wave models used in this study are approximate. The results are
then only indicative of the trends. A consistent nonlinear stochastic wave model is
needed before the effects may be reliably quantified. The results do, however, ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind