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 47
... distribution of the peak resultant force for narrow - banded short- crested seas . The experiments were conducted in the offshore wave basin of the Hydraulics Laboratory , National Research Council of Canada . The pile was segmented in ...
... distribution of the peak resultant force for narrow - banded short- crested seas . The experiments were conducted in the offshore wave basin of the Hydraulics Laboratory , National Research Council of Canada . The pile was segmented in ...
Page 78
... distribution function of wave periods given a wave height , see e.g. Longuet - Higgins , Ref . / 4 / . STORM DURATION SEASTATE k 12 24 36 48 60 72 TIME ( hours ) Illustrative timeseries of significant wave heights during a storm A ...
... distribution function of wave periods given a wave height , see e.g. Longuet - Higgins , Ref . / 4 / . STORM DURATION SEASTATE k 12 24 36 48 60 72 TIME ( hours ) Illustrative timeseries of significant wave heights during a storm A ...
Page 79
... distribution function is de- termined as : estimated T - year events . 90 % confidence limits were obtained assuming that the distribution of the T - year events is normal in accordance with previous inve- stigations , see Ref . / 7 ...
... distribution function is de- termined as : estimated T - year events . 90 % confidence limits were obtained assuming that the distribution of the T - year events is normal in accordance with previous inve- stigations , see Ref . / 7 ...
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