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 . AREG 3 Chak . $ Linear * SECOND HARMONIC Ampl ( m ) ( deg ) 3 0.137x10 148.6 0.130x10 -3 146.3 0.220x10 -3 117.6 -3 0.512x10 115.1 0.782x10-3 129.2 0.990x10-3 110.0 -2 0.185x10 347.6 - 2 0.184x10 345.3 0.188x10 330.0 -4 ...
Linear * Exp . AREG 3 Chak . $ Linear * SECOND HARMONIC Ampl ( m ) ( deg ) 3 0.137x10 148.6 0.130x10 -3 146.3 0.220x10 -3 117.6 -3 0.512x10 115.1 0.782x10-3 129.2 0.990x10-3 110.0 -2 0.185x10 347.6 - 2 0.184x10 345.3 0.188x10 330.0 -4 ...
Page 45
Exp . Linear ( Eq.3 ) 3 3 - NW 2 Deck motions ( mm ) O v O Deck motions ( mm ) -1 - 1 - Chak . Exp . -4 -3 Linear ( Eq.3 ) -5 -4 Time / period 0 Time / period FIG.4 RUN AREG 1 DECK DISPLACEMENT TIME HISTORIES FIG.5 RUN AREG1 2 DECK ...
Exp . Linear ( Eq.3 ) 3 3 - NW 2 Deck motions ( mm ) O v O Deck motions ( mm ) -1 - 1 - Chak . Exp . -4 -3 Linear ( Eq.3 ) -5 -4 Time / period 0 Time / period FIG.4 RUN AREG 1 DECK DISPLACEMENT TIME HISTORIES FIG.5 RUN AREG1 2 DECK ...
Page 195
For E` Fyz and EFz2 , because of the strong effects of inhomogeneous free surface condition , the approximate solutions are less reasonable and give less prediction on wave forces than the finite linear wave forces are likely more than ...
For E` Fyz and EFz2 , because of the strong effects of inhomogeneous free surface condition , the approximate solutions are less reasonable and give less prediction on wave forces than the finite linear wave forces are likely more than ...
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Contents
HYDRODYNAMIC FORCES | 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 increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation parameters period phase platform 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