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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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind