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 64
... compared with the variation of Cp . Averaging Cp for the whole upper surface of No.1 unit deck , the value becomes about -0.05 . However C of No.1 unit deck is about 0.45 , and it shows Ĉp on lower surface of deck is playing an ...
... compared with the variation of Cp . Averaging Cp for the whole upper surface of No.1 unit deck , the value becomes about -0.05 . However C of No.1 unit deck is about 0.45 , and it shows Ĉp on lower surface of deck is playing an ...
Page 129
... compared to the dynamic simulation output of the finite - element model as described in the companion paper ( Tsukrov et al . , 1999 ) . -10000 0 5 10 Time ( sec ) 15 Figure 10 : Wave test results using the central spar cage . € 0.0 H ...
... compared to the dynamic simulation output of the finite - element model as described in the companion paper ( Tsukrov et al . , 1999 ) . -10000 0 5 10 Time ( sec ) 15 Figure 10 : Wave test results using the central spar cage . € 0.0 H ...
Page 133
... compared with finite element prediction ( Fig . 4 ) . 8π Re , s - ( 1-0.875-2 ) ( 0 < Re , ≤1 ) , Element n C = 1.45 + 8.55 Re -0.90 1.1 + 4 Re -0.50 ( 1 < Re , ≤30 ) ( 30 < Re , ≤105 ) ( 2 ) Cable Young's Modulus ( Pa ) 1.507x10 ...
... compared with finite element prediction ( Fig . 4 ) . 8π Re , s - ( 1-0.875-2 ) ( 0 < Re , ≤1 ) , Element n C = 1.45 + 8.55 Re -0.90 1.1 + 4 Re -0.50 ( 1 < Re , ≤30 ) ( 30 < Re , ≤105 ) ( 2 ) Cable Young's Modulus ( Pa ) 1.507x10 ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
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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