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 67
... Determined in Time Domain ( 1 ) Regular Waves The measured Cd and Cm determined by Eq . ( 3 ) are shown in Fig.l . Cd increases at first then decreases with the increasing of KC number and Cm usually decreases when KC < 22 . Comparing ...
... Determined in Time Domain ( 1 ) Regular Waves The measured Cd and Cm determined by Eq . ( 3 ) are shown in Fig.l . Cd increases at first then decreases with the increasing of KC number and Cm usually decreases when KC < 22 . Comparing ...
Page 78
... determined for each case . For each of the individual wave heights deter- mined in d ) a wave period is generated by a random draw in the conditional distribution function in Eq . ( 2 ) . Simultaneous values of the other environmental ...
... determined for each case . For each of the individual wave heights deter- mined in d ) a wave period is generated by a random draw in the conditional distribution function in Eq . ( 2 ) . Simultaneous values of the other environmental ...
Page 184
... determined by : do оф do an + = dt at dz at and from ( 3.5 ) and ( 2.5b ) it follows that : ( 3.5 ) do dt = - - 8n - 1 [ ( 24 ) - · ( 2 ) 2 ] - 2020 an ( 3.6 ) 2 Oz az ox ox The relation ( 3.6 ) is integrated in time to obtain at the ...
... determined by : do оф do an + = dt at dz at and from ( 3.5 ) and ( 2.5b ) it follows that : ( 3.5 ) do dt = - - 8n - 1 [ ( 24 ) - · ( 2 ) 2 ] - 2020 an ( 3.6 ) 2 Oz az ox ox The relation ( 3.6 ) is integrated in time to obtain at the ...
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