Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 57
... surge motion is not considered , when long period resonance phenomena are dominant . The time series results of other cases are shown in following figures same as Figs.8a and 8b . النمر тоб Tension ( kgf ) 0.04- Exp . Cal . 0.02- Time ...
... surge motion is not considered , when long period resonance phenomena are dominant . The time series results of other cases are shown in following figures same as Figs.8a and 8b . النمر тоб Tension ( kgf ) 0.04- Exp . Cal . 0.02- Time ...
Page 119
... surge motion is not considered , when long period resonance phenomena are dominant . The time series results of other cases are shown in following figures same as Figs.8a and 8b . Tension ( kgf ) 0.04- 0.02- Exp . Cal . Tension ( kgf ) ...
... surge motion is not considered , when long period resonance phenomena are dominant . The time series results of other cases are shown in following figures same as Figs.8a and 8b . Tension ( kgf ) 0.04- 0.02- Exp . Cal . Tension ( kgf ) ...
Page 142
... surge were measured and represented as normalized response amplitude operators ( RAOs ) . In this series of tests , heave , surge and pitch are expressed as : · B Heave RAO : heave amplitude / wave amplitude , Pitch RAO : pitch ...
... surge were measured and represented as normalized response amplitude operators ( RAOs ) . In this series of tests , heave , surge and pitch are expressed as : · B Heave RAO : heave amplitude / wave amplitude , Pitch RAO : pitch ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind