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 |
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