Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
From inside the book
Results 1-3 of 70
Page 105
The weight function is the long term density function in the form given in the previous chapter : flyt ) Sf ( Y | z ) f ( z ) dz ( 4 ) Z where a derived from the joint density of the same two variables In our application it is ...
The weight function is the long term density function in the form given in the previous chapter : flyt ) Sf ( Y | z ) f ( z ) dz ( 4 ) Z where a derived from the joint density of the same two variables In our application it is ...
Page 237
Figure 4 illustrates it in terms of a single structural demand component ( state function ) with a deterministic limit strength , and Figure 5 illustrates it in terms of a two - state function . Once the evolution of the geotechnical ...
Figure 4 illustrates it in terms of a single structural demand component ( state function ) with a deterministic limit strength , and Figure 5 illustrates it in terms of a two - state function . Once the evolution of the geotechnical ...
Page 158
a solution was obtained for the minimum change in the joint angles using composite objective function defined in terms of two non - linear functions , one of which was defined in terms of cartesian space variables cartesian space ...
a solution was obtained for the minimum change in the joint angles using composite objective function defined in terms of two non - linear functions , one of which was defined in terms of cartesian space variables cartesian space ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
13 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied assumed bending bottom buckling bundle calculated caused coefficient Conference considered construction cost crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments factor failure field Figure flow forces function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production range ratio reduced REFERENCES reliability repair Research resistance response scour seabed separator shown shows simulation soil solution span steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |