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
... problem for exists , and is unique ; mathemat- ical proofs exist only for restricted body shapes , but physical intuition is sufficient to satisfy most engineers on this issue . Sim- ilar questions may be raised with respect to the ...
... problem for exists , and is unique ; mathemat- ical proofs exist only for restricted body shapes , but physical intuition is sufficient to satisfy most engineers on this issue . Sim- ilar questions may be raised with respect to the ...
Page 132
the complete second - order problem is not attempted . 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 isolated body problems ...
the complete second - order problem is not attempted . 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 isolated body problems ...
Page 191
... problem , most of the studies deal with the 2nd - order diffraction problems , that is , the nonlinear effects of the regular waves are considered up to the 2nd - order terms . For the 2nd - order diffraction problem , since the free ...
... problem , most of the studies deal with the 2nd - order diffraction problems , that is , the nonlinear effects of the regular waves are considered up to the 2nd - order terms . For the 2nd - order diffraction problem , since the free ...
Contents
HYDRODYNAMIC FORCESI | 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 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 structure surface Table theory values velocity vertical vortex wave drift wave forces wave height wind