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 678
The draft for each fully loaded vessel ( i . e . , FPSO ) was determined by
considering stability for the deadweight composed of liquid cargo , consumer
goods , and ballast water for trim adjustment and longitudinal - strength relief .
Principal ...
The draft for each fully loaded vessel ( i . e . , FPSO ) was determined by
considering stability for the deadweight composed of liquid cargo , consumer
goods , and ballast water for trim adjustment and longitudinal - strength relief .
Principal ...
Page 984
The determination of equivalent forces and effective cross sections are different ,
but the same interaction equation for the ... The global buckling is determined
according to theory for buckling of ortotropic plates that simplified is taken as : 36
.
The determination of equivalent forces and effective cross sections are different ,
but the same interaction equation for the ... The global buckling is determined
according to theory for buckling of ortotropic plates that simplified is taken as : 36
.
Page 1108
The QTFs are determined during a time window between 400 s and 1600 s (
prototype time ) from the time series of the ... The mean wave amplitude , ā , and
period , Ī , are determined from the wave calibration time series during the above
...
The QTFs are determined during a time window between 400 s and 1600 s (
prototype time ) from the time series of the ... The mean wave amplitude , ā , and
period , Ī , are determined from the wave calibration time series during the above
...
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Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
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Common terms and phrases
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