Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 333
THE MEASUREMENT OF THE BI-FREQUENCY RESPONSE FUNCTION OF
THE DYNAMIC OF MOORING LINE BY RANDOM OSCILLATION EXPERIMENT*
Chen Xiaohong and Huang Xianglu Department of Naval Architecture and
Ocean ...
THE MEASUREMENT OF THE BI-FREQUENCY RESPONSE FUNCTION OF
THE DYNAMIC OF MOORING LINE BY RANDOM OSCILLATION EXPERIMENT*
Chen Xiaohong and Huang Xianglu Department of Naval Architecture and
Ocean ...
Page 334
In our present paper, the Dalzell's analysis method was applied to obtain the
response functions up to second-order of the ... The bi-frequency response
function of mooring line The arguments in the dynamic equations of a mooring
line are ...
In our present paper, the Dalzell's analysis method was applied to obtain the
response functions up to second-order of the ... The bi-frequency response
function of mooring line The arguments in the dynamic equations of a mooring
line are ...
Page 175
The concept of characteristic function has been extended to membership function
by the theory of fuzzy sets . Membership function can be of any value in the ranqe
[0,1], and allows various degrees Of membership for the elements of a given ...
The concept of characteristic function has been extended to membership function
by the theory of fuzzy sets . Membership function can be of any value in the ranqe
[0,1], and allows various degrees Of membership for the elements of a given ...
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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