Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 8, Part 2American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 24
... variables , X¡ ; Y = £ ( X ,, .... xx , t ) 1 1 ( 1 ) The variables X , X can be used to represent a variety of phenomena within the model . For example in the case of structural analysis , they might represent properties such as ...
... variables , X¡ ; Y = £ ( X ,, .... xx , t ) 1 1 ( 1 ) The variables X , X can be used to represent a variety of phenomena within the model . For example in the case of structural analysis , they might represent properties such as ...
Page 110
... variable at the top of the tree diagram is the variable whose probability distribution is required to be found . The variables at the bottom of the tree are assumed to be independent and to have known probability distributions ...
... variable at the top of the tree diagram is the variable whose probability distribution is required to be found . The variables at the bottom of the tree are assumed to be independent and to have known probability distributions ...
Page 111
... variables according to -tree s that can be used in is bounded by the Implicity of solution unique tree for any Selection of ion . ctated by the extent here hard evidence is ned subjectively by thered together for development . mine the ...
... variables according to -tree s that can be used in is bounded by the Implicity of solution unique tree for any Selection of ion . ctated by the extent here hard evidence is ned subjectively by thered together for development . mine the ...
Contents
HYDRODYNAMIC FORCES | 1 |
WaveCurrent Force on Horizontal Cylinder | 7 |
On the Significance of Negative Added Mass | 53 |
Copyright | |
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added mass amplitude analysis approximation Arctic Engineering caisson calculated circular cylinder components computed Conference on Offshore correlation damping deterministic diameter distribution drag coefficient drag force drift force dynamic effect experimental experiments factor failure Figure flume force coefficients form drag free surface frequency function Green's function harmonic hindcast horizontal hydrodynamic ice floe in-line force inertia integral irregular waves lift coefficient lift force linear maximum mean measured Mechanics and Arctic method mode mooring motion nondimensional nonlinear North Sea obtained Offshore Mechanics Offshore Structures order theory oscillation parameters peak pipeline potential present pressure problem random range ratio reliability response Reynolds number Sarpkaya second order second-order ship shown simulation skin friction spectral spectrum submerged surge theory transverse force uncertainty variables velocity velocity potential vibration viscous vortex shedding vortices water depth wave force wave height wave loads