Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 46
... Incident Wave Incident Wave y та x S SH Fig.1 Coordinate system The analysis of hydrodynamic force is based on the pressure distribution method . Then , the time's term against component waves is defined as exp [ -i @ t ] , where i ...
... Incident Wave Incident Wave y та x S SH Fig.1 Coordinate system The analysis of hydrodynamic force is based on the pressure distribution method . Then , the time's term against component waves is defined as exp [ -i @ t ] , where i ...
Page 47
model is made of the styrene foam . Incident waves are uni- directional and two - directional irregular waves , and design wave spectra are ISSC type ones . Angles of the incident waves are 0 degree and 270 degrees ( head sea and beam ...
model is made of the styrene foam . Incident waves are uni- directional and two - directional irregular waves , and design wave spectra are ISSC type ones . Angles of the incident waves are 0 degree and 270 degrees ( head sea and beam ...
Page 48
... incident wave is the uni - directional irregular wave in case A , which corresponds to oblique wave . The condition of an incident wave is two - directional wave in case B. Then , each waves are an oblique wave in case B. Figures 8a ...
... incident wave is the uni - directional irregular wave in case A , which corresponds to oblique wave . The condition of an incident wave is two - directional wave in case B. Then , each waves are an oblique wave in case B. Figures 8a ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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1st-order 2nd-order acoustic amplitude anchor angle Arctic Engineering ASME blade buoy buoyant body cable element cage bottom calculated component compression chamber Copyright deflection diameter distribution Drain Pipeline dynamic equation estimate Figure fish cage flow coefficient fluid function Gauge Number gravity-type grid heave horizontal hydrodynamic hydrodynamic pressure hydroelastic response incident wave irregular waves Japan large floating structures length lift force linear loading located mass mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation node obtained Ocean Engineering Offshore Mechanics pump Qmax radar RAO(Heave/Wave amp resonant duct response amplitude operators robot semisubmersible sensor shoreline shown in Fig significant wave height simulation spectra spectrum surface Tension Leg tether Theseus towed transponder U-Pipe Bundle unit deck vector vehicle velocity vertical displacement VLFS WaMOS wave conditions wave period wave power wind