Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 88
... decreased ( save , obviously , the wake portion of the pressure distribution , which is related to the presence of the ... decreases , as the KC number is decreased . For KC = 10 , for example , c , takes values as small Evolution of the ...
... decreased ( save , obviously , the wake portion of the pressure distribution , which is related to the presence of the ... decreases , as the KC number is decreased . For KC = 10 , for example , c , takes values as small Evolution of the ...
Page 91
... decreases as the gap ratio is decreased , while the Sarpkaya results indicate otherwise , although the difference between the two Sarpkaya values is quite marginal . No clear expla- nation has been found for this discrepancy . It should ...
... decreases as the gap ratio is decreased , while the Sarpkaya results indicate otherwise , although the difference between the two Sarpkaya values is quite marginal . No clear expla- nation has been found for this discrepancy . It should ...
Page 128
... decreases . The proximity effects persist till 4 D spacings , as seen in Fig.11 . The peak value of the frequency of ... decreases and the value increases markedly at the closest spacing for all water depth condi- tions . Two cylinder ...
... decreases . The proximity effects persist till 4 D spacings , as seen in Fig.11 . The peak value of the frequency of ... decreases and the value increases markedly at the closest spacing for all water depth condi- tions . Two cylinder ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
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Common terms and phrases
added mass amplitude analysis array calculated results circular cylinder cosh crane ship crest damping coefficient density directional wave displacement distribution domain drag coefficient drag force dynamic effect Engineering equation estimated experimental results flow fluid force coefficients forces acting forward speed free surface Green's function heave horizontal hydrodynamic hydrodynamic forces incident wave irregular Kc number lift force linear load low-frequency matrix maximum measured method mooring line motion nonlinear obtained offshore structures oscillation parameters pile potential theory predicted pressure random ratio Rayleigh distribution regular waves response Sarpkaya second-order semisubmersible ship motions shown in Figure simulation solution spectra spectral density spectrum spreading function surge tanker transfer function vector velocity potential vertical vessel vortex vortex shedding vortices water depth wave amplitude wave component wave drift wave force wave frequency wave groups wave height wave number wave period wave power