Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 268
To increase accuracy, we use cosine-spacing (see e.g., Newman, 1985) on the
entire Li, and L, when -Rosk-0. On the remaining portion of L. L., &x<-R, where L,
is the length of the pipe, we use constant-length elements, each having the same
...
To increase accuracy, we use cosine-spacing (see e.g., Newman, 1985) on the
entire Li, and L, when -Rosk-0. On the remaining portion of L. L., &x<-R, where L,
is the length of the pipe, we use constant-length elements, each having the same
...
Page 269
9 and 10 show the rays for t =0.6 and Bo-0° and 45°, respectively, around the
pipe whose diameter is 2x. In the 80 =0° case, the wave orthogonals, which are
symmetric about y =0, turn towards the pipe only near the pipe wall. In the 80-45°
...
9 and 10 show the rays for t =0.6 and Bo-0° and 45°, respectively, around the
pipe whose diameter is 2x. In the 80 =0° case, the wave orthogonals, which are
symmetric about y =0, turn towards the pipe only near the pipe wall. In the 80-45°
...
Page 411
In the case of single pipe (Model-5), the pipe was supported by a pair of
horizontal RGD members at both its extreme ends. The reactions obtained from
the RGD members also would provide us the g-factor for the single pipe. MODAL
...
In the case of single pipe (Model-5), the pipe was supported by a pair of
horizontal RGD members at both its extreme ends. The reactions obtained from
the RGD members also would provide us the g-factor for the single pipe. MODAL
...
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Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind