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 363
... 12.0 16.0 ་ 20.0 SIGNIFICANT WAVE HEIGHT ( M ) Fig.1 Long - term statistics , influence from seastates . Seastate weight factor : Dotted line Contrib . to extreme probab : Solid line TABLE 1 Long - term distributions A : MARGINAL 2345 363.
... 12.0 16.0 ་ 20.0 SIGNIFICANT WAVE HEIGHT ( M ) Fig.1 Long - term statistics , influence from seastates . Seastate weight factor : Dotted line Contrib . to extreme probab : Solid line TABLE 1 Long - term distributions A : MARGINAL 2345 363.
Page 364
... seastate follow the defini- tion given in Table 1b . Table 2 gives the weight fac- tors for each seastate ( proportional to number of peaks during 100 years ) and relative influence from each seastate ( Eq . ( 3 ) ) . The calculated ...
... seastate follow the defini- tion given in Table 1b . Table 2 gives the weight fac- tors for each seastate ( proportional to number of peaks during 100 years ) and relative influence from each seastate ( Eq . ( 3 ) ) . The calculated ...
Page 368
... seastate 5 should be selected as the design storm for this response parameter . One should also consider to use seastate 3 , as the contribution still is significant and the short - term probability is as high as 0.17 • 10-2 . For the ...
... seastate 5 should be selected as the design storm for this response parameter . One should also consider to use seastate 3 , as the contribution still is significant and the short - term probability is as high as 0.17 • 10-2 . For the ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
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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