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 59
... cylinder , ε = .022 Sand - roughened cylinder , ε = .030 SMC8 Smooth aluminum cylinder 8.625 - in . diameter SMC12 Smooth aluminum cylinder 12.75 - in . diameter SSC8 SRC.02 SMC8 0.719 1.00 .00 .00 SSC 0.719 1.00 .00 .00 Smooth steel ...
... cylinder , ε = .022 Sand - roughened cylinder , ε = .030 SMC8 Smooth aluminum cylinder 8.625 - in . diameter SMC12 Smooth aluminum cylinder 12.75 - in . diameter SSC8 SRC.02 SMC8 0.719 1.00 .00 .00 SSC 0.719 1.00 .00 .00 Smooth steel ...
Page 131
... Cylinder radius Water depth Total force on cylinder j F : First - order force on cylinder j xj ' yj ' Hn : 1 : ko : n : Pj : R : Soj : S B : 2 ε : En : n : p : ( 1 ) " " F ( 2 ) : Second - order force on cylinder j yj ( 2 ) ( 2 ) ...
... Cylinder radius Water depth Total force on cylinder j F : First - order force on cylinder j xj ' yj ' Hn : 1 : ko : n : Pj : R : Soj : S B : 2 ε : En : n : p : ( 1 ) " " F ( 2 ) : Second - order force on cylinder j yj ( 2 ) ( 2 ) ...
Page 231
... cylinder in the sheared flow . Indeed , if the cylinder were truly tapered and not made of discretised blocks a much closer match could be expected . The scatter after the peak response of the tapered cylinder is also similar to that ...
... cylinder in the sheared flow . Indeed , if the cylinder were truly tapered and not made of discretised blocks a much closer match could be expected . The scatter after the peak response of the tapered cylinder is also similar to that ...
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