Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 635
JO Furthermore , for the vertical tests the following parameters were varied :
undisturbed vs remoulded clay consolidation time pull speed diameter trench
width oscillations in contact prior to pull - out oscillations with lift - off prior to pull -
out ...
JO Furthermore , for the vertical tests the following parameters were varied :
undisturbed vs remoulded clay consolidation time pull speed diameter trench
width oscillations in contact prior to pull - out oscillations with lift - off prior to pull -
out ...
Page 796
The user may also specify a value for one of the parameters that define the
catenary : the anchor position , the horizontal force , the top angle ( more usual
for risers ) , and , as an enhanced modeling facility , the total axial tension at the
top .
The user may also specify a value for one of the parameters that define the
catenary : the anchor position , the horizontal force , the top angle ( more usual
for risers ) , and , as an enhanced modeling facility , the total axial tension at the
top .
Page 960
Basic input parameters The most basic parameter for the CARISIMA model is the
soil shear strength . All other parameters are automatically chosen by the model
as explained in refs / 2 , 3 , 4 / for soft clay conditions . However , for the suction ...
Basic input parameters The most basic parameter for the CARISIMA model is the
soil shear strength . All other parameters are automatically chosen by the model
as explained in refs / 2 , 3 , 4 / for soft clay conditions . However , for the suction ...
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Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
29 other sections not shown
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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 |