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
... regular and irregular waves and it is in agreement with engineering practice . The average wave is used to define KC for regular waves . The KC number for all runs are listed in Table 1 . one 3.2 Cd and Cm Determined in Time Domain ( 1 ) ...
... regular and irregular waves and it is in agreement with engineering practice . The average wave is used to define KC for regular waves . The KC number for all runs are listed in Table 1 . one 3.2 Cd and Cm Determined in Time Domain ( 1 ) ...
Page 101
... waves decrease rapidly to about half of those in small waves at Keulegan - Carpenter number of about 2.5 due to the ... regular waves drag coefficient in vertical direction in regular waves CLa coefficient of lift force which is ...
... waves decrease rapidly to about half of those in small waves at Keulegan - Carpenter number of about 2.5 due to the ... regular waves drag coefficient in vertical direction in regular waves CLa coefficient of lift force which is ...
Page 150
... waves and it is assumed that these effects are to be associated with the ... regular and in the longitudinal direction the regularity of it might be ... REGULAR WAVE GROUPS Model Experiments we even in high waves . On the contrary , in ...
... waves and it is assumed that these effects are to be associated with the ... regular and in the longitudinal direction the regularity of it might be ... REGULAR WAVE GROUPS Model Experiments we even in high waves . On the contrary , in ...
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