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 56
Page 686
In this paper , the stiffness at each elevation is computed considering the
stiffnesses of not only the vertical braces but also those of the legs and piles .
Bracing elements are assumed to provide stiffness only along the axis of the
members .
In this paper , the stiffness at each elevation is computed considering the
stiffnesses of not only the vertical braces but also those of the legs and piles .
Bracing elements are assumed to provide stiffness only along the axis of the
members .
Page 750
These equations are fully determinate if we have additional relationships
specifying mesh deformation ( characterised by y and u ) in terms of f and g . The
case where the netting twine is inextensible and has no bending stiffness is
considered ...
These equations are fully determinate if we have additional relationships
specifying mesh deformation ( characterised by y and u ) in terms of f and g . The
case where the netting twine is inextensible and has no bending stiffness is
considered ...
Page 1001
Transverse Stiffness 2000 Inline Stiffness Stiffness ( KN / m ) 00 1000 500 The
main problem with this type of solution was ... The most practical locations for 8
new lines result in an uneven distribution of lateral stiffness ( as shown in Figure
12 ) ...
Transverse Stiffness 2000 Inline Stiffness Stiffness ( KN / m ) 00 1000 500 The
main problem with this type of solution was ... The most practical locations for 8
new lines result in an uneven distribution of lateral stiffness ( as shown in Figure
12 ) ...
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
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 |