Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 18
... Figure 1. Relationship between σ , and s . GH AND GW SPECTRUM CARMEN SPECTRUM BETSY SPECTRUM 0.025 D ( 1,6 ) ( deg ́1 ) 0.005 0.015 0.05 0.15 0.25 f ( Hz ) -87.5 0.0 87.5 ( deg ) Figure 3. Spreading function specified for GW seas ...
... Figure 1. Relationship between σ , and s . GH AND GW SPECTRUM CARMEN SPECTRUM BETSY SPECTRUM 0.025 D ( 1,6 ) ( deg ́1 ) 0.005 0.015 0.05 0.15 0.25 f ( Hz ) -87.5 0.0 87.5 ( deg ) Figure 3. Spreading function specified for GW seas ...
Page 242
... Figure 5 : Dynamic response No.2 , U = 0.512m / s , x = 0.5L strain at each position along the tube . The force and strain signal excitation and amplification were pro- vided by a DC Amplifier KWS ... Figure 6 and Figure 7 for clamped 242.
... Figure 5 : Dynamic response No.2 , U = 0.512m / s , x = 0.5L strain at each position along the tube . The force and strain signal excitation and amplification were pro- vided by a DC Amplifier KWS ... Figure 6 and Figure 7 for clamped 242.
Page 243
are shown in Figure 6 and Figure 7 for clamped - end conditions , and shown in Figure 8 and Figure 9 for pinned - end conditions . It can be seen from those Figures that the theoretical predictions of dynamic stresses are similar to ...
are shown in Figure 6 and Figure 7 for clamped - end conditions , and shown in Figure 8 and Figure 9 for pinned - end conditions . It can be seen from those Figures that the theoretical predictions of dynamic stresses are similar to ...
Contents
OCEAN WAVES | 1 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 25 |
Copyright | |
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added mass amplitude analysis applied array assumed body boundary calculated circular cylinder coefficient comparison component computed considered constant corresponding crest cylinder damping defined depends depth determined direction distribution domain drag coefficient drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid forward frequency function given horizontal hydrodynamic incident increase inertia integral irregular Kc number length lift force linear load low-frequency maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters period pile plate potential predicted presented pressure problem radiation range reference regular waves respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge swing Table theory velocity vertical vessel vortex wave force wave height