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 ʼn 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 ʼn 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 5b . 7 / H -1.00 0.00 1.00 Figure 5a . 0.00 0.00 1/25 t / T - 2.0 t / T - 3.0 t / T - 4.0 t / T - 5.0 t / T - 6.0 1 / H -1.00 0.00 1.00 0.00 1.00 7 /. 1.00 0.50 1.50 -0.50 -1.50 0.00 1.00 -1.00 1 O aDF D Figure 1. Definition ...
... Figure 5b . 7 / H -1.00 0.00 1.00 Figure 5a . 0.00 0.00 1/25 t / T - 2.0 t / T - 3.0 t / T - 4.0 t / T - 5.0 t / T - 6.0 1 / H -1.00 0.00 1.00 0.00 1.00 7 /. 1.00 0.50 1.50 -0.50 -1.50 0.00 1.00 -1.00 1 O aDF D Figure 1. Definition ...
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 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |
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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