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 92
... EXTREME BASE SHEAR ( KN ) Extreme member forces against member forces under extreme base shears Two characteristics can be identified from this figure . First , the response peaks coincide well with the wave peaks and have a phase ...
... EXTREME BASE SHEAR ( KN ) Extreme member forces against member forces under extreme base shears Two characteristics can be identified from this figure . First , the response peaks coincide well with the wave peaks and have a phase ...
Page 93
... extreme wave is just - extreme force 63 % probability of aightforwardly . erns two fluid loading the same function , we probabilistic and g to the same s case the 63 % level . y for comparing the [ MATES ret the al to determine the ical ...
... extreme wave is just - extreme force 63 % probability of aightforwardly . erns two fluid loading the same function , we probabilistic and g to the same s case the 63 % level . y for comparing the [ MATES ret the al to determine the ical ...
Page 97
... extreme response . The inequalities ( 2 ) and ( 3 ) are illustrated in Figure Al for the extreme base shear , where the probability density functions of extreme wave height and extreme response force are plotted and the transformation ...
... extreme response . The inequalities ( 2 ) and ( 3 ) are illustrated in Figure Al for the extreme base shear , where the probability density functions of extreme wave height and extreme response force are plotted and the transformation ...
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