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 44
... Linear * Exp . Chak . $ Linear * Exp . Chak . $ Linear * AREG37 Exp . Chak . $ 0.134x10 20.9 0.500x10-3104.4 0.804x10-3270.2 0.891x10-3115.3 0.905x10-3125.3 0.210x10 89.0 - 2 2 2 -1 0.133x10-1 9.6 -1 0.137x10 148.6 0.130x10 146.3 0.220 ...
... Linear * Exp . Chak . $ Linear * Exp . Chak . $ Linear * AREG37 Exp . Chak . $ 0.134x10 20.9 0.500x10-3104.4 0.804x10-3270.2 0.891x10-3115.3 0.905x10-3125.3 0.210x10 89.0 - 2 2 2 -1 0.133x10-1 9.6 -1 0.137x10 148.6 0.130x10 146.3 0.220 ...
Page 45
... Linear ( E - 3 ) TIME HISTORIES FIG.5 Time / period RUN AREG12 DECK DISPLACEMENT TIME HISTORIES TABLE 5 COMPARISON ... Linear * 0.554x10 276.5 0.0 0.105x10 121.7 0.631x10 110.8 -3 - 3 AREG 3 Chak . Linear * 0.901x10 125.4 0.175x10 3 ...
... Linear ( E - 3 ) TIME HISTORIES FIG.5 Time / period RUN AREG12 DECK DISPLACEMENT TIME HISTORIES TABLE 5 COMPARISON ... Linear * 0.554x10 276.5 0.0 0.105x10 121.7 0.631x10 110.8 -3 - 3 AREG 3 Chak . Linear * 0.901x10 125.4 0.175x10 3 ...
Page 195
... linear ones while the vertical non- linear wave forces are likely more than 10 % -20 % compar- ed with the linear ones . So that , in some cases , the 2nd - order forces should be taken into account . The F can be split into a bi ...
... linear ones while the vertical non- linear wave forces are likely more than 10 % -20 % compar- ed with the linear ones . So that , in some cases , the 2nd - order forces should be taken into account . The F can be split into a bi ...
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