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 17
... elastic response is achieved by a tendon control for a part of tension legs . An independent modal space control law ... elastic deformation . The elastic deformation may be reduced by totally increasing mooring stiffness over the lower ...
... elastic response is achieved by a tendon control for a part of tension legs . An independent modal space control law ... elastic deformation . The elastic deformation may be reduced by totally increasing mooring stiffness over the lower ...
Page 24
... elastic response of large floating structures subjected to wind waves . The reduction in elastic response is achieved by a tendon control for a part of tension legs . An independent modal control law is applied by selecting controlled ...
... elastic response of large floating structures subjected to wind waves . The reduction in elastic response is achieved by a tendon control for a part of tension legs . An independent modal control law is applied by selecting controlled ...
Page 53
... elastic response was taken into account in the slowly varying wave drift forces . On the calculation of the first - order elastic motion , the effects of mooring system was neglected . In this paper , firstly , the formulations of ...
... elastic response was taken into account in the slowly varying wave drift forces . On the calculation of the first - order elastic motion , the effects of mooring system was neglected . In this paper , firstly , the formulations of ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
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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