## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |

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Page 778

A particle interacts with its neighboring particles covered with a weight ( kernel )

following

A particle interacts with its neighboring particles covered with a weight ( kernel )

**function**wir ) , where r is the distance between two particles . In this study , thefollowing

**function**is employed Fig . 1 .: The denominator of equation ( 5 ) is the ...Page 886

Being the transfer

moving vessel - R ( W ) must satisfy these criteria . Hence , ( 7 ) can be

transformed to an integro - differential equation in the time domain : used without

modification ...

Being the transfer

**function**of a physical process – the making of waves by themoving vessel - R ( W ) must satisfy these criteria . Hence , ( 7 ) can be

transformed to an integro - differential equation in the time domain : used without

modification ...

Page 887

Secondly , the

assuming that it should approach zero for increasing frequency . Such extension

is indicated on the figure . Van Oortmerssen ( 1 ) suggests the damping approach

zero ...

Secondly , the

**function**must be extended to the right in a " natural " way ,assuming that it should approach zero for increasing frequency . Such extension

is indicated on the figure . Van Oortmerssen ( 1 ) suggests the damping approach

zero ...

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added amplitude analysis angle applied approach ASME barge bending body boundary cable calculated coefficients combined component computed connection considered Copyright corresponding damage damping deck depth determined developed diffraction direction displacement dynamic effect element Engineering equation factor fatigue field Figure floating force FPSO free surface frequency function given heading heave height horizontal hull iceberg impact increase installation integration interaction International jacket joint length limit linear load mass maximum mean measured Mechanics method model tests mooring mooring lines motion natural nonlinear numerical obtained Offshore operation parameters performed period pile platform position possible potential predicted presented pressure problem range response riser ship shown shows simulation solution Spar stiffness stress structure surface Table tank tension tests values velocity vertical vessel wave wind