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 911
Even under this updated estimate of the subsidence level , the waves in the
Accidental Load Case with an annual probability of exceedance of 10 - 4 will hit
the deck of the platform with an initially estimated relatively high load level .
Even under this updated estimate of the subsidence level , the waves in the
Accidental Load Case with an annual probability of exceedance of 10 - 4 will hit
the deck of the platform with an initially estimated relatively high load level .
Page 1007
However , current directions and velocities were estimated for the seven 3 - hour
windows shown in Figure 5 . ... program that simulates VIM by imposing self -
tuned time varying lift and drag forces was used to estimate the current velocity .
However , current directions and velocities were estimated for the seven 3 - hour
windows shown in Figure 5 . ... program that simulates VIM by imposing self -
tuned time varying lift and drag forces was used to estimate the current velocity .
Page 1064
Surge , Heading 30° , Coherence Function Estimate model scale , around 2Hz
full scale , and it starts 10s before waves and ... All spectra , S , were estimated
using Welch ' s method with 15 Hanning ( raised cosine form in the time domain )
...
Surge , Heading 30° , Coherence Function Estimate model scale , around 2Hz
full scale , and it starts 10s before waves and ... All spectra , S , were estimated
using Welch ' s method with 15 Hanning ( raised cosine form in the time domain )
...
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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