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 35
... maximum deflection amplitude and relative wave height at the four corners and among all wave angles ẞ varying from 0 ° to 90 ° , with an increment of 0.5 ° , are shown in Figs . 3 ( a ) and ( c ) , for L / X = 40 and L / λ = 20 ...
... maximum deflection amplitude and relative wave height at the four corners and among all wave angles ẞ varying from 0 ° to 90 ° , with an increment of 0.5 ° , are shown in Figs . 3 ( a ) and ( c ) , for L / X = 40 and L / λ = 20 ...
Page 36
... Maximum deflection and slope along the centerline ( L / A = 20 ) Figure 3 : Maximum response of a 5km mat - type VLFS with or w / o shoreline : for 0 ° << 90 ° . www . 6 10 4 3 2 1 0 10 w / o Shoreline , KVA S / = 2 , V2A S / h = 10 ...
... Maximum deflection and slope along the centerline ( L / A = 20 ) Figure 3 : Maximum response of a 5km mat - type VLFS with or w / o shoreline : for 0 ° << 90 ° . www . 6 10 4 3 2 1 0 10 w / o Shoreline , KVA S / = 2 , V2A S / h = 10 ...
Page 159
... maximum occurs at the same position along the L , / ( L , + L2 ) axis for all periods , although the maximum value itself increases with the wave period . This is because the position of this maximum is dependent primarily on the range ...
... maximum occurs at the same position along the L , / ( L , + L2 ) axis for all periods , although the maximum value itself increases with the wave period . This is because the position of this maximum is dependent primarily on the range ...
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