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 15
... Table 7 : ACTUAL WAVE : Laws of the ratio 2 a./Hu ( sample 1 ) part of the sample all mean steepness ( % ) 7.52 7.73 7.62 8.69 .122 .123 .125 .158 T ( H 1/3 ) 9.05 8.87 8.82 9.40 .15 139 .149 .056 extreme wave Table 8 : ACTUAL WAVE ...
... Table 7 : ACTUAL WAVE : Laws of the ratio 2 a./Hu ( sample 1 ) part of the sample all mean steepness ( % ) 7.52 7.73 7.62 8.69 .122 .123 .125 .158 T ( H 1/3 ) 9.05 8.87 8.82 9.40 .15 139 .149 .056 extreme wave Table 8 : ACTUAL WAVE ...
Page 64
... table and a 50 pound capacity S - type load cell ( Transducers , Inc. ) Figure 2 shows the fixing arrangement of the cylinder on the frictionless table . The cylinder was rigidly attached to a circular plate which was guided by two ...
... table and a 50 pound capacity S - type load cell ( Transducers , Inc. ) Figure 2 shows the fixing arrangement of the cylinder on the frictionless table . The cylinder was rigidly attached to a circular plate which was guided by two ...
Page 250
... Table 1 ( TDA figures ) with results from Table 3 the dramatic effect of adding the current to the wave is seen . Table 3 also shows that the time domain analysis could give rather different values than the design wave analysis ...
... Table 1 ( TDA figures ) with results from Table 3 the dramatic effect of adding the current to the wave is seen . Table 3 also shows that the time domain analysis could give rather different values than the design wave analysis ...
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