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 55
... considered as an elastic mode of the beam . If the elastic deflection of in - plane increases , the mode shape functions of in - plane must be considered . But , the authors cannot find such deflection in this study . Thus , we ...
... considered as an elastic mode of the beam . If the elastic deflection of in - plane increases , the mode shape functions of in - plane must be considered . But , the authors cannot find such deflection in this study . Thus , we ...
Page 57
... 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 ( sec ) Fig . 8a Time ...
... 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 ( sec ) Fig . 8a Time ...
Page 119
... 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 ) Time ( sec ) 100 Fig ...
... 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 ) Time ( sec ) 100 Fig ...
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