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 84
... experiment and theory , although it should be noted that larger variations in upwelling are observed transverse to the wave direction in the case of the experimental results as compared with the corresponding theoretical values ...
... experiment and theory , although it should be noted that larger variations in upwelling are observed transverse to the wave direction in the case of the experimental results as compared with the corresponding theoretical values ...
Page 148
... Experimental set - up is shown in Fig . 1 and the model was moored by a coil spring . The stiffness of the mooring system was 4.8 kg / m and its natural frequency ωο was found to be 0.70 rad / s . Motions were measured by a video type ...
... Experimental set - up is shown in Fig . 1 and the model was moored by a coil spring . The stiffness of the mooring system was 4.8 kg / m and its natural frequency ωο was found to be 0.70 rad / s . Motions were measured by a video type ...
Page 314
... experimental results . The calculated results agree qualitatively well with experimental ones . Figure 12 is the power spectrum of the surge motion , and the steady drift motion in two directional irregular waves is present on wave ...
... experimental results . The calculated results agree qualitatively well with experimental ones . Figure 12 is the power spectrum of the surge motion , and the steady drift motion in two directional irregular waves is present on wave ...
Contents
HYDRODYNAMIC FORCESI | 1 |
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |
Copyright | |
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acting amplitude analysis angle applied approximately assumed body boundary breaker breaking calculated coefficient compared comparison component computed considered corresponding cylinder damping density depend depth determined diameter direction distribution drag drift force dynamic effects elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid free surface 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 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 vortex wave drift wave forces wave height wind