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 = f ( x ,, .... The variables X , xx , t ) ( 1 ) 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 = f ( x ,, .... The variables X , xx , t ) ( 1 ) 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 in a sub - tree were simultaneously sampled from their own distributions . The distortion would be reduced because the standard deviation of the sum of N random variables ( to take the simplest case ) is less than the sum of ...
... variables in a sub - tree were simultaneously sampled from their own distributions . The distortion would be reduced because the standard deviation of the sum of N random variables ( to take the simplest case ) is less than the sum of ...
Contents
HYDRODYNAMIC FORCES | 1 |
WaveCurrent Force on Horizontal Cylinder | 7 |
Tensions on Silt Curtains in Currents and Waves | 13 |
Copyright | |
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added mass amplitude analysis approximation Arctic Engineering base shear breakwater caisson calculated circular cylinder components computed Conference on Offshore correlation damping density deterministic diameter distribution domain drag coefficient drag force drift force dynamic effect experimental experiments factor failure flume force coefficients form drag free surface frequency function Green's function hindcast horizontal hydrodynamic hydrodynamic force ice floe inertia irregular waves lift coefficient lift force linear maximum mean measured Mechanics and Arctic method mode motion nonlinear North Sea obtained Offshore Mechanics Offshore Structures order theory oscillation oscillatory flow parameters peak pipeline platform potential present pressure problem random range ratio reliability response Reynolds number Sarpkaya second order second-order ship shown in Figure simulation skin friction spectrum surge tension theory transverse force uncertainty variables velocity potential vibration viscous vortex shedding vortices water depth water particle wave force wave height zero