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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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