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 78
... expected cost has started to increase ( to 1.12 MNOK ) . In this exam- ple the prescribed reliability is $ Target = 3.71 and the expected failure cost is thus significantly less than the inspection and repair costs . In this example a ...
... expected cost has started to increase ( to 1.12 MNOK ) . In this exam- ple the prescribed reliability is $ Target = 3.71 and the expected failure cost is thus significantly less than the inspection and repair costs . In this example a ...
Page 96
... expected surge amplitude of WB - 2A Probability density function of wave amplitude and 1 / n th highest expected wave amplitude Channel 22 SWAY of WB - 2A Max- MAY IMA Min- 3.640 M -13.099 M Channel 24 FC - 1 MAX 4.554 Av- 2.771 St.Dev ...
... expected surge amplitude of WB - 2A Probability density function of wave amplitude and 1 / n th highest expected wave amplitude Channel 22 SWAY of WB - 2A Max- MAY IMA Min- 3.640 M -13.099 M Channel 24 FC - 1 MAX 4.554 Av- 2.771 St.Dev ...
Page 312
... expected lifetime cost , followed by maintenance cost and decommission cost expenditure . Failure consequential cost is generally very small , with the exception of Case 5 which has a very high non - structural failure rate , and a high ...
... expected lifetime cost , followed by maintenance cost and decommission cost expenditure . Failure consequential cost is generally very small , with the exception of Case 5 which has a very high non - structural failure rate , and a high ...
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