Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 73
1994 OMAE – Volume I , Offshore Technology ASME 1994 ABSTRACT A
complete second - order solution is presented for the hydrodynamic forces due to
the action of bichromatic , bi - directional waves on an array of bottom - mounted
...
1994 OMAE – Volume I , Offshore Technology ASME 1994 ABSTRACT A
complete second - order solution is presented for the hydrodynamic forces due to
the action of bichromatic , bi - directional waves on an array of bottom - mounted
...
Page 221
( 1970 ) , and Sarpkaya ( 1977 ) assumed a harmonic function for total
hydrodynamic force and split it into two components : one in phase with cylinder
velocity , and one 180° out of phase with cylinder acceleration . This approach
completely ...
( 1970 ) , and Sarpkaya ( 1977 ) assumed a harmonic function for total
hydrodynamic force and split it into two components : one in phase with cylinder
velocity , and one 180° out of phase with cylinder acceleration . This approach
completely ...
Page 235
4 Added Mass and Damping Forces The first term is the component of drag force
transverse to the incident flow . This drag always opposes cylinder velocity , and
therefore contributes hydrodynamic damping to the system . For relatively small ...
4 Added Mass and Damping Forces The first term is the component of drag force
transverse to the incident flow . This drag always opposes cylinder velocity , and
therefore contributes hydrodynamic damping to the system . For relatively small ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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amplitude analysis applied approach assessment assumed boundary calculated coefficient compared components considered correlation corresponding cost crack curve cylinder damping depth determined developed direction distribution drag dynamic effects energy Engineering equation estimated expressed extreme factor failure fatigue field Figure flow fluid frequency function given height hydrodynamic important increase initial inspection installation integration interaction joints length lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear normal obtained offshore operation oscillation parameters peak performed period phase platform potential predicted present pressure probability problem procedure random range ratio relative reliability represent respectively response risk safety shown shows significant simulation solution statistical stress structure surface Table tower variables velocity wave wind