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 704
The water is assumed to be incompressible and inviscid , and the flow irrotational
, so that potential theory can be used . The velocity potential of the flow is
considered to be made up of components associated with the incident waves ...
The water is assumed to be incompressible and inviscid , and the flow irrotational
, so that potential theory can be used . The velocity potential of the flow is
considered to be made up of components associated with the incident waves ...
Page 932
T . Factor of safety against overturning SF Seafastening instantaneous load
components in x direction Seafastening ... the component due to gravity TLP hull
vertical acceleration measured through the accelerometer Reaction components
at ...
T . Factor of safety against overturning SF Seafastening instantaneous load
components in x direction Seafastening ... the component due to gravity TLP hull
vertical acceleration measured through the accelerometer Reaction components
at ...
Page 940
incident wave frequency U = forward speed B = heading angle ( 0o head seas )
Second Order Springing Excitation and Response The sea is not composed of a
single wave component , but rather a complete spectrum of frequencies .
incident wave frequency U = forward speed B = heading angle ( 0o head seas )
Second Order Springing Excitation and Response The sea is not composed of a
single wave component , but rather a complete spectrum of frequencies .
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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