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 84
Page 755
Proceedings of OMAE04 23rd International Conference on Offshore Mechanics
and Arctic Engineering June 20 - 25 , 2004 , Vancouver , British Columbia ,
Canada APPLICATION OF DIRECT BOUNDARY ELEMENT METHOD TO
THREE ...
Proceedings of OMAE04 23rd International Conference on Offshore Mechanics
and Arctic Engineering June 20 - 25 , 2004 , Vancouver , British Columbia ,
Canada APPLICATION OF DIRECT BOUNDARY ELEMENT METHOD TO
THREE ...
Page 895
Since pipe59 element doesn ' t have the ability to model material plasticity , in
order to model plasticity effects in platform ' s elements , Kayvani and Barzegar
method ( 1996 ) was applied . In this method as it is shown in figure 4 , for
modeling ...
Since pipe59 element doesn ' t have the ability to model material plasticity , in
order to model plasticity effects in platform ' s elements , Kayvani and Barzegar
method ( 1996 ) was applied . In this method as it is shown in figure 4 , for
modeling ...
Page 1036
FINITE ELEMENT MODEL Geometry and finite element mesh The finite element
analyses were performed with an ... The model was discretized using 3367
15noded axisymmetric elements with a refined mesh at and below the skirt tip .
FINITE ELEMENT MODEL Geometry and finite element mesh The finite element
analyses were performed with an ... The model was discretized using 3367
15noded axisymmetric elements with a refined mesh at and below the skirt tip .
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