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 820
Natural periods ( in seconds ) of the models Deep UKC = 50 mm UKC = 30 mm
Models Heave Pitch Heave Pitch Heave Pitch ... For both cases , agreement is
poor in the small period range , where the measured pitch is higher than
predicted .
Natural periods ( in seconds ) of the models Deep UKC = 50 mm UKC = 30 mm
Models Heave Pitch Heave Pitch Heave Pitch ... For both cases , agreement is
poor in the small period range , where the measured pitch is higher than
predicted .
Page 1107
The wind loads have been determined as the mean load from a continuous
measurement period of 60 seconds ( model scale time ) . Table 2 . List of waves
for model tests . Wave Type H2 Wave No . TpT T2 Hs / H ( m ) 1 . 8 2 . 4 3 . 2 4 . 0
5 .
The wind loads have been determined as the mean load from a continuous
measurement period of 60 seconds ( model scale time ) . Table 2 . List of waves
for model tests . Wave Type H2 Wave No . TpT T2 Hs / H ( m ) 1 . 8 2 . 4 3 . 2 4 . 0
5 .
Page 1120
Peak Period for Offset Scenario Glomar Jack Ryan Drillship in the Great
Australian Bight ( WD = 4 , 308 ft ) Hs = 16 ft or 20 ft , Various Tp ( and heave ) ,
Various Mud Wts . 3 AVPs Isolated 10 - sec before LMRP Disconnect + Hs = 16 ft
, 10 ppg ...
Peak Period for Offset Scenario Glomar Jack Ryan Drillship in the Great
Australian Bight ( WD = 4 , 308 ft ) Hs = 16 ft or 20 ft , Various Tp ( and heave ) ,
Various Mud Wts . 3 AVPs Isolated 10 - sec before LMRP Disconnect + Hs = 16 ft
, 10 ppg ...
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Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
29 other sections not shown
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2004 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791837432, 9780791837436 |
| Export Citation | BiBTeX EndNote RefMan |