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 1
... relative motions between two adjacent elas- tic structures but also to assess workable conditions of the construction site from a viewpoint of construction efficiency . This paper deals with the estimation of the workable probability ...
... relative motions between two adjacent elas- tic structures but also to assess workable conditions of the construction site from a viewpoint of construction efficiency . This paper deals with the estimation of the workable probability ...
Page 36
... relative wave height among the four corners ( L / λ = 20 ) ( b ) Relative wave height at the upper right corner ( L / A = 40 ) Figure 4 : Hydroelastic response of one corner of a 5km mat- type VLFS . Figs . 5 and 6 show the contour ...
... relative wave height among the four corners ( L / λ = 20 ) ( b ) Relative wave height at the upper right corner ( L / A = 40 ) Figure 4 : Hydroelastic response of one corner of a 5km mat- type VLFS . Figs . 5 and 6 show the contour ...
Page 132
... relative to the tidal and low frequency currents , but to move with the waves so that there is relatively little motion of the water to the cage at high frequency . This will minimize the forces driving the fish into the cage walls ...
... relative to the tidal and low frequency currents , but to move with the waves so that there is relatively little motion of the water to the cage at high frequency . This will minimize the forces driving the fish into the cage walls ...
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