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 69
... failure probability of the second tether in 41 years is calculated as 2.30 10-3 ; while that in 40 years is 1.68 10-3 . Therefore , the failure probability of the second tether in a one year repair period is 2.30 · 10-3 – 1.68 . 10-3 ...
... failure probability of the second tether in 41 years is calculated as 2.30 10-3 ; while that in 40 years is 1.68 10-3 . Therefore , the failure probability of the second tether in a one year repair period is 2.30 · 10-3 – 1.68 . 10-3 ...
Page 77
... failure probability of the second tether in 41 years is calculated as 2.30 10-3 ; while that in 40 years is 1.68 10-3 . Therefore , the failure probability of the second tether in a one year repair period is 2.30 . 10-3-1.68 . 10-36.20 ...
... failure probability of the second tether in 41 years is calculated as 2.30 10-3 ; while that in 40 years is 1.68 10-3 . Therefore , the failure probability of the second tether in a one year repair period is 2.30 . 10-3-1.68 . 10-36.20 ...
Page 262
... probability that crack exist , the P.F of existd crack size and the failure probability , in the ith inspection period ( i = 1,2 , ... , M ) . 4. ' Flaw allowance ' model In the case where if the flaw is discovered in the detection ...
... probability that crack exist , the P.F of existd crack size and the failure probability , in the ith inspection period ( i = 1,2 , ... , M ) . 4. ' Flaw allowance ' model In the case where if the flaw is discovered in the detection ...
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