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 138
... internal member forces required for the member checking and resizing . CONCLUSIONS From the description of hardware and software of the compliant tower analysis and design system , and the experienced gained from numerous compliant ...
... internal member forces required for the member checking and resizing . CONCLUSIONS From the description of hardware and software of the compliant tower analysis and design system , and the experienced gained from numerous compliant ...
Page 375
... internal flow on the natural frequency is moderate , unless the flow velocity is very high and the bottom tension low . What is more , most of the change in natural frequency due to the internal flow can be covered quite simply by ...
... internal flow on the natural frequency is moderate , unless the flow velocity is very high and the bottom tension low . What is more , most of the change in natural frequency due to the internal flow can be covered quite simply by ...
Page 381
... internal flow , as well as pressure difference effects , see ( 7 ) . The internal flow will modify the riser differen- tial equation giving rise to a cross derivative term , but an approximate solution for the full equation indicates ...
... internal flow , as well as pressure difference effects , see ( 7 ) . The internal flow will modify the riser differen- tial equation giving rise to a cross derivative term , but an approximate solution for the full equation indicates ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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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 vane vessel wave weight wire