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 655
It is believed that these criteria when used to calculate inertia loads are
conservative even with higher values of roll and pitch periods . The conservatism
primarily comes from a ) overestimating the roll and pitch motions , and b ) not
taking any ...
It is believed that these criteria when used to calculate inertia loads are
conservative even with higher values of roll and pitch periods . The conservatism
primarily comes from a ) overestimating the roll and pitch motions , and b ) not
taking any ...
Page 841
5° pitch with 10 seconds as the period of roll and pitch motions , and heave
acceleration 0 . 2g in the preliminary design stage . During the final design stage
, the detailed motion response analyses were performed to determine the limiting
sea ...
5° pitch with 10 seconds as the period of roll and pitch motions , and heave
acceleration 0 . 2g in the preliminary design stage . During the final design stage
, the detailed motion response analyses were performed to determine the limiting
sea ...
Page 1110
The calculated surge motion is 22 % lower than the measured value , whereas
the calculated heave and pitch motions are in good agreement with the
measurements , being only 1 % and 5 % higher respectively . The standard
deviation of ...
The calculated surge motion is 22 % lower than the measured value , whereas
the calculated heave and pitch motions are in good agreement with the
measurements , being only 1 % and 5 % higher respectively . The standard
deviation of ...
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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