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 )
function wer ) , where r is the distance between two particles . In this study , the
following function is employed Fig . 1 . : The denominator of equation ( 5 ) is the ...
A particle interacts with its neighboring particles covered with a weight ( kernel )
function wer ) , where r is the distance between two particles . In this study , the
following function is employed Fig . 1 . : The denominator of equation ( 5 ) is the ...
Page 886
Being the transfer function of a physical process – the making of waves by the
moving vessel - R ... a tension leg platform or a ship moored to a quay with short ,
taut lines and fenders , the wave - to - motion transfer function will be inadequate
.
Being the transfer function of a physical process – the making of waves by the
moving vessel - R ... a tension leg platform or a ship moored to a quay with short ,
taut lines and fenders , the wave - to - motion transfer function will be inadequate
.
Page 887
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 ...
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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Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
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added amplitude analysis angle applied approach ASME assumed barge bending boundary buoy calculated capacity coefficient combined components computed connection considered Copyright corresponding damage damping deck depth determined developed diameter direction displacement dynamic effect element Engineering equation estimated event factor fatigue field Figure force FPSO frequency function given height horizontal hull iceberg impact increase installation jacket joint length limit linear load marine mass maximum mean measured method model tests mooring mooring lines mooring system motion natural numerical obtained Offshore operation parameters performed period pile pitch platform position possible potential predicted presented pressure problem range relative response riser shear ship shown shows simulations skirt solution spar speed strength stress structure surface Table tank tension trench values velocity vertical vessel wall wave wind