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 45
... analysis . However , it is suitable that the deformations of VLFS are estimated in time domain , because the response may have some nonlinear effects . In this paper , we showed the time domain analytical method of the deformation on ...
... analysis . However , it is suitable that the deformations of VLFS are estimated in time domain , because the response may have some nonlinear effects . In this paper , we showed the time domain analytical method of the deformation on ...
Page 53
... analysis of the hydrodynamic forces . We verified the theoretical values of the slowly varying wave drift forces of elastic VLFS based on comparing with the experimental results in time domain . In case of catenary mooring system , it ...
... analysis of the hydrodynamic forces . We verified the theoretical values of the slowly varying wave drift forces of elastic VLFS based on comparing with the experimental results in time domain . In case of catenary mooring system , it ...
Page 132
... analysis ( FEA ) is applied in this paper to predict the character ( and range ) of the cage bottom motion . The finite element computer modeling is also used to investigate the performance of a mooring system in very severe seas ( the ...
... analysis ( FEA ) is applied in this paper to predict the character ( and range ) of the cage bottom motion . The finite element computer modeling is also used to investigate the performance of a mooring system in very severe seas ( the ...
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