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 53
... motions due to the second - order horizontal drift motion of a very large floating structure ( VLFS ) with a catenary or a dolphin mooring system . In this method , effects of mooring system were investigated only in horizontal motions ...
... motions due to the second - order horizontal drift motion of a very large floating structure ( VLFS ) with a catenary or a dolphin mooring system . In this method , effects of mooring system were investigated only in horizontal motions ...
Page 55
... motion of in - plane . The mooring force of r - th motion mode in time domain becomes following equation , 41 ( 0 ) ( 19 ) - - 9 , ( t ) ( 30 ) Equation ( 19 ) can be calculated if the 1st - order vertical displacement at the mooring ...
... motion of in - plane . The mooring force of r - th motion mode in time domain becomes following equation , 41 ( 0 ) ( 19 ) - - 9 , ( t ) ( 30 ) Equation ( 19 ) can be calculated if the 1st - order vertical displacement at the mooring ...
Page 56
... motion response of out - of - plane and in- plane etc. are measured . The set - up system of the experiment is illustrated in Fig.3 . In Table 1 and Table 2 , principal particulars of the model and incident wave conditions are shown ...
... motion response of out - of - plane and in- plane etc. are measured . The set - up system of the experiment is illustrated in Fig.3 . In Table 1 and Table 2 , principal particulars of the model and incident wave conditions are shown ...
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