Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 85
Page 2
40 feet Mean wave period 10 - 12 seconds Extensive quasi - static trade - off analyses were performed for mooring systems of differing line characteristics to establish an optimum system for the F.P.P. These comprised all wire mooring ...
40 feet Mean wave period 10 - 12 seconds Extensive quasi - static trade - off analyses were performed for mooring systems of differing line characteristics to establish an optimum system for the F.P.P. These comprised all wire mooring ...
Page 46
In conclusion , the installation criteria was based a simple principle of laying and tensioning the anchor chain legs , which was performed in very short time . Future readjustment of chains can be done from the FPSU vessel using its ...
In conclusion , the installation criteria was based a simple principle of laying and tensioning the anchor chain legs , which was performed in very short time . Future readjustment of chains can be done from the FPSU vessel using its ...
Page 298
With the advent of super minicomputers , these analyses can be performed inexpensively on in - house machines . c ) Numerical techniques ... a e ) The CPU computational time is reasonable to perform these analyses on minicomputers .
With the advent of super minicomputers , these analyses can be performed inexpensively on in - house machines . c ) Numerical techniques ... a e ) The CPU computational time is reasonable to perform these analyses on minicomputers .
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
Other editions - View all
Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire