Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
From inside the book
Results 1-3 of 40
Page 657
These booms may require temporary structural restraint during the voyage . In
summary , before approving the sail - away of a jacket on a cargo barge , the
attending MW surveyor should include the following items in his review list ,
mainly to ...
These booms may require temporary structural restraint during the voyage . In
summary , before approving the sail - away of a jacket on a cargo barge , the
attending MW surveyor should include the following items in his review list ,
mainly to ...
Page 840
un sou COMMENTS JACKET TRANSPORTATION Transport Barge - AMT
Traveller Tug used - Harvey Titan Head Oblique Heading Seas Seas Significant
Wave | 4 . 00 2 . 74 Height ( m ) Beam Environmental condition was limited to
prevent ...
un sou COMMENTS JACKET TRANSPORTATION Transport Barge - AMT
Traveller Tug used - Harvey Titan Head Oblique Heading Seas Seas Significant
Wave | 4 . 00 2 . 74 Height ( m ) Beam Environmental condition was limited to
prevent ...
Page 845
Project Milestones Although the project started in 1998 , the project really kicked
off in March 2002 when the final agreement of contract award of fabrication of
deck , jacket , piles , etc . was in - place . The important milestones that were ...
Project Milestones Although the project started in 1998 , the project really kicked
off in March 2002 when the final agreement of contract award of fabrication of
deck , jacket , piles , etc . was in - place . The important milestones that were ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
29 other sections not shown
Other editions - View all
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