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 85
Page 663
In this paper , a CALM buoy moored in a water depth of 1 , 200 m is considered .
The purpose of this CALM buoy is to provide an offloading point for transferring
oil from an FPSO , which is moored at a distance of approximately 1 nautical mile
...
In this paper , a CALM buoy moored in a water depth of 1 , 200 m is considered .
The purpose of this CALM buoy is to provide an offloading point for transferring
oil from an FPSO , which is moored at a distance of approximately 1 nautical mile
...
Page 685
In the simplified model , the degrees of freedom are considered at the seabed ,
jacket horizontal elevations and topside center of gravity . The stiffness properties
of the model are computed considering the stiffnesses of the vertical bracings ...
In the simplified model , the degrees of freedom are considered at the seabed ,
jacket horizontal elevations and topside center of gravity . The stiffness properties
of the model are computed considering the stiffnesses of the vertical bracings ...
Page 1145
Analysis Details All analyses are performed using Flexcom - 3D [ 3 ] , the
nonlinear time - domain finite element analysis package , generally considered
the industry leading riser analysis package . There are two static models used :
one for ...
Analysis Details All analyses are performed using Flexcom - 3D [ 3 ] , the
nonlinear time - domain finite element analysis package , generally considered
the industry leading riser analysis package . There are two static models used :
one for ...
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