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 19
... Figure 2 ( E ) shows a usual amplitude response diagram as the control parameter η is varied . The amplitude A in this figure is half the maximum total displacement while the control parameter is limited to a range of values within ...
... Figure 2 ( E ) shows a usual amplitude response diagram as the control parameter η is varied . The amplitude A in this figure is half the maximum total displacement while the control parameter is limited to a range of values within ...
Page 187
... Figure 1 . Definition Diagram 40 PRESENT METHOD , t / T - 4.0 THEORETICAL . t / T - 4.0 0.00 0.80 1.60 2.40 2 / λ 3. 20 4.00 Figure 2 . Free Surface Elevation for Airy Wave Propagation 1.50 -0.50 0.50 -1.50 PRESENT METHOD , t / T - 4.0 ...
... Figure 1 . Definition Diagram 40 PRESENT METHOD , t / T - 4.0 THEORETICAL . t / T - 4.0 0.00 0.80 1.60 2.40 2 / λ 3. 20 4.00 Figure 2 . Free Surface Elevation for Airy Wave Propagation 1.50 -0.50 0.50 -1.50 PRESENT METHOD , t / T - 4.0 ...
Page 314
... Figure 8. The difference of the frequencies of two component waves is 1.0 rad / sec , and the horizontal axis wc is the mean of the two frequencies . The calculation results are performed by DPI method , and the results are separated to ...
... Figure 8. The difference of the frequencies of two component waves is 1.0 rad / sec , and the horizontal axis wc is the mean of the two frequencies . The calculation results are performed by DPI method , and the results are separated to ...
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 |
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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