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 99
In section 4 , the impulse response function for a OWC of simple , two - dimensional geometry is computed from the frequency- domain results of reference ( 7 ' and the diffraction air flow rate is expressed in terms of a Pierce ...
In section 4 , the impulse response function for a OWC of simple , two - dimensional geometry is computed from the frequency- domain results of reference ( 7 ' and the diffraction air flow rate is expressed in terms of a Pierce ...
Page 102
This general trend is verifyed both when the Wells turbine and the variable geometry turbine are used . However , the last turbine allows a better hydrodynamic coupling between the wave and the system , giving an excess of about 7 ...
This general trend is verifyed both when the Wells turbine and the variable geometry turbine are used . However , the last turbine allows a better hydrodynamic coupling between the wave and the system , giving an excess of about 7 ...
Page 142
It has been demonstrated that the SCF for a given tooth geometry decreases as the ratio of axial stress to bending stress increases ( 5 ] . The analogue model allows the load distribution to be determined . The connection is assumed to ...
It has been demonstrated that the SCF for a given tooth geometry decreases as the ratio of axial stress to bending stress increases ( 5 ] . The analogue model allows the load distribution to be determined . The connection is assumed to ...
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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 |