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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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