Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 166
... approximately : 2.10-3 [ 2 / d13 It should be noted that these calculations assume that the freeboard of the platform is large enough and the superstructure substantial enough to absorb the momentum of the breaker . As a rough estimate ...
... approximately : 2.10-3 [ 2 / d13 It should be noted that these calculations assume that the freeboard of the platform is large enough and the superstructure substantial enough to absorb the momentum of the breaker . As a rough estimate ...
Page 216
... approximately 6. At this point , the lock - in occurs where the vibration frequency f becomes approximately equal to the natural frequency of the sys- tem ; f = f . If V , is increased further , then there will be a corresponding ...
... approximately 6. At this point , the lock - in occurs where the vibration frequency f becomes approximately equal to the natural frequency of the sys- tem ; f = f . If V , is increased further , then there will be a corresponding ...
Page 231
... approximately 0.5 . From this value a peak oscillatory response of approximately 1.7d was expected ( Ref 1 ) . These The crossflow response of the uniform and tapered cylinders were reduced to dimensionless form using the average ...
... approximately 0.5 . From this value a peak oscillatory response of approximately 1.7d was expected ( Ref 1 ) . These The crossflow response of the uniform and tapered cylinders were reduced to dimensionless form using the average ...
Contents
HYDRODYNAMIC FORCESI | 1 |
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
Hydrodynamic Forces on a Floating Cylinder in Waves of Finite Depth | 23 |
Copyright | |
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acting amplitude analysis angle applied approximate assumed body boundary breaking calculated coefficient compared comparison components computed considered corresponding cylinder damping density depend depth determined diameter direction distribution drag drift drift force dynamic effects elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid frequency function given horizontal hydrodynamic incident increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation parameters period phase platform position potential predicted present pressure probability problem range ratio region regular waves relative Research respectively response second order shear ship shown shows simulation solution spectra spectrum structure surface Table theory values velocity vertical wave drift wave forces wave height wind