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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1st-order 2nd-order acoustic amplitude anchor angle Arctic Engineering ASME blade buoy buoyant body cable element cage bottom calculated component compression chamber Copyright deflection diameter distribution Drain Pipeline dynamic equation estimate Figure fish cage flow coefficient fluid function Gauge Number gravity-type grid heave horizontal hydrodynamic hydrodynamic pressure hydroelastic response incident wave irregular waves Japan large floating structures length lift force linear loading located mass mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation node obtained Ocean Engineering Offshore Mechanics pump Qmax radar RAO(Heave/Wave amp resonant duct response amplitude operators robot semisubmersible sensor shoreline shown in Fig significant wave height simulation spectra spectrum surface Tension Leg tether Theseus towed transponder U-Pipe Bundle unit deck vector vehicle velocity vertical displacement VLFS WaMOS wave conditions wave period wave power wind