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 56
... experimental value by the high pass filter . In each figure , though a little difference occurs between the experimental value and calculated value , the authors think that the calculations provides the sufficient estimation value . So ...
... experimental value by the high pass filter . In each figure , though a little difference occurs between the experimental value and calculated value , the authors think that the calculations provides the sufficient estimation value . So ...
Page 57
... experimental values of the tension due to elastic deformation , both 1st - order and 2nd - order horizontal motions are included . Exp . Cal . able to disregard the 1st - order horizontal motions if the slowly varying wave drift motion ...
... experimental values of the tension due to elastic deformation , both 1st - order and 2nd - order horizontal motions are included . Exp . Cal . able to disregard the 1st - order horizontal motions if the slowly varying wave drift motion ...
Page 161
... experimental data and CFD simulation results . The 3D models and the boundary mesh are set up in PreBFC and T - Grid is used to create the interior mesh . Modelling parameters and the boundary conditions are chosen to achieve two aims ...
... experimental data and CFD simulation results . The 3D models and the boundary mesh are set up in PreBFC and T - Grid is used to create the interior mesh . Modelling parameters and the boundary conditions are chosen to achieve two aims ...
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