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 51
... significant wave heights , H , were fairly consistent . A water depth of 2 m was used for all the tests . A summary of the target significant wave heights is given in Table 1 below . mo Table 1 Summary of Target Wave Spectra ...
... significant wave heights , H , were fairly consistent . A water depth of 2 m was used for all the tests . A summary of the target significant wave heights is given in Table 1 below . mo Table 1 Summary of Target Wave Spectra ...
Page 280
... significant wave height ( Hg ) , mean wave height ( mean ' root - mean - square wave height ( H , ) , upcrossing period ( Tz ) , significant wave period ( Tg ) , spectral width ( 6 ) , steepness ( Hs / L ) and wave spectra are computed ...
... significant wave height ( Hg ) , mean wave height ( mean ' root - mean - square wave height ( H , ) , upcrossing period ( Tz ) , significant wave period ( Tg ) , spectral width ( 6 ) , steepness ( Hs / L ) and wave spectra are computed ...
Page 330
... significant wave height of 13 ft . and peak wave frequency equal to 0.167 Hz , and sea state II is characterized by a significant wave height equal to 49 ft . and peak wave frequency of 0.0557 Hz . The platform natural frequency is ...
... significant wave height of 13 ft . and peak wave frequency equal to 0.167 Hz , and sea state II is characterized by a significant wave height equal to 49 ft . and peak wave frequency of 0.0557 Hz . The platform natural frequency is ...
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