Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 63
was In the high pressure tank the RPIT operated in static and quasi - dynamic mode . For economic and practical reasons it was therefore decided to build a 16 in . test loop to check dynamic and measurement properties .
was In the high pressure tank the RPIT operated in static and quasi - dynamic mode . For economic and practical reasons it was therefore decided to build a 16 in . test loop to check dynamic and measurement properties .
Page 169
Combine inertia loads with static loads Snapshot 6.07 huru ** 6.15 Upcrossing Analysis Perform stiffness analysis Calculate Global Dynamic Responses 7.44 Peak Value Analysis Max Perform code check BS or OTM ham t * The extreme value ...
Combine inertia loads with static loads Snapshot 6.07 huru ** 6.15 Upcrossing Analysis Perform stiffness analysis Calculate Global Dynamic Responses 7.44 Peak Value Analysis Max Perform code check BS or OTM ham t * The extreme value ...
Page 234
As observed from the figures , static moduli reduction curves shift down as a result of induced pore water pressures , while dynamic moduli curves behave differently . In Figure 7b the dynamic curve shifts upward slightly and in 7c it ...
As observed from the figures , static moduli reduction curves shift down as a result of induced pore water pressures , while dynamic moduli curves behave differently . In Figure 7b the dynamic curve shifts upward slightly and in 7c it ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |