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 5
Generally it is assumed that the solution of the complete boundary - value problem for $ exists , and is unique ; mathematical proofs exist only for restricted body shapes , but physical intuition is sufficient to satisfy most engineers ...
Generally it is assumed that the solution of the complete boundary - value problem for $ exists , and is unique ; mathematical proofs exist only for restricted body shapes , but physical intuition is sufficient to satisfy most engineers ...
Page 132
Instead , an approximate solution is sought in which the diffraction problem for the cylinder array at this order is replaced by a pair of equivalent а isolated body problems , adjusted to take into account interference effects .
Instead , an approximate solution is sought in which the diffraction problem for the cylinder array at this order is replaced by a pair of equivalent а isolated body problems , adjusted to take into account interference effects .
Page 191
For The far field asymptotic solutions for the 2ndorder diffracted waves have been developed , both in three - and two - dimensional problems . The radiation conditions for the 2nd - order diffracted the difficulty of the problem ...
For The far field asymptotic solutions for the 2ndorder diffracted waves have been developed , both in three - and two - dimensional problems . The radiation conditions for the 2nd - order diffracted the difficulty of the problem ...
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Contents
HYDRODYNAMIC FORCESI | 1 |
Hydrodynamic Forces on a Floating Cylinder in Waves of Finite Depth | 23 |
Wave Load Estimation in Deep Water as Affected by Wave Period Errors | 33 |
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 dependent 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 incident increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation parameters period phase 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 speed structure surface Table theory values velocity vertical vortex wave drift wave forces wave height wind