Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 17
... given by , k ΜΠ = Σσιρ Υπ ( αι , β . ) m i = 1 ( 18 ) where , x Xc ΦΕ I d Χ Гл = = = = = = a o ( x ) G ( Xc ; Xs ) dN = x ( xc ) дп ( 13 ) ດ xc E In a point on the integration surface , N a point on the real boundary the given ...
... given by , k ΜΠ = Σσιρ Υπ ( αι , β . ) m i = 1 ( 18 ) where , x Xc ΦΕ I d Χ Гл = = = = = = a o ( x ) G ( Xc ; Xs ) dN = x ( xc ) дп ( 13 ) ດ xc E In a point on the integration surface , N a point on the real boundary the given ...
Page 181
... given by Cov ( A ,, A1 + 7 ) = & s1 − UU ( +7 922,21 + ) and is V1VI + T 22 a stationary ( non - Gaussian ) random variable with density £。( wa ) = q ( w , a ) = alexp ( -2 ( 2 ) + 1 ) 2 ) Lady yexp ( -2 ( y + 1 ) 2 ) where y фа = σ ...
... given by Cov ( A ,, A1 + 7 ) = & s1 − UU ( +7 922,21 + ) and is V1VI + T 22 a stationary ( non - Gaussian ) random variable with density £。( wa ) = q ( w , a ) = alexp ( -2 ( 2 ) + 1 ) 2 ) Lady yexp ( -2 ( y + 1 ) 2 ) where y фа = σ ...
Page 353
... given . Then the probability of SYSTEM failure is : m Pfsys T = 1 - II [ 1- PAIT , 1 ( 16 ) i = 1 where P fiT given by eq . ( 13 ) , means probability of failure of line no i given that the loading at the top of the line , T ,, is known ...
... given . Then the probability of SYSTEM failure is : m Pfsys T = 1 - II [ 1- PAIT , 1 ( 16 ) i = 1 where P fiT given by eq . ( 13 ) , means probability of failure of line no i given that the loading at the top of the line , T ,, is known ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
VOLUME IB OFFSHORE TECHNOLOGY | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping damping ratio deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave increase inertia length linear maximum method mooring line mooring system natural frequency nonlinear North Sea obtained offshore structures OMAE operations optimal oscillating parameters peak platform predicted pressure pump random waves resonant response Reynolds number riser sensor ship shown in Figure simulation solution spectral spectral density stability surface elevation surge Table tanker tension theory TPM system transmission coefficient turbine values velocity velocity potential verification vertical vessel water depth wave drift wave energy wave forces wave frequency wave height wave loading wave period wave power wind wire rope