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 32
... distance to the shoreline from 100m to 1 km . We found that the deflection and the rela- tive wave height on the shore - side edge of the runway can be very large at certain wave angles when the distance to the shoreline and wavelength ...
... distance to the shoreline from 100m to 1 km . We found that the deflection and the rela- tive wave height on the shore - side edge of the runway can be very large at certain wave angles when the distance to the shoreline and wavelength ...
Page 35
... distance is finite , the parameters 24 or 2kA are used to nondimensionalize the responses of the mat because the superposition of incoming and reflected waves makes the combined wave amplitude doubled . along the upper and lower edges ...
... distance is finite , the parameters 24 or 2kA are used to nondimensionalize the responses of the mat because the superposition of incoming and reflected waves makes the combined wave amplitude doubled . along the upper and lower edges ...
Page 104
... distance for the shallow waters adjacent to Jolliffe Bay . Following these trials , the motor controller frequency was permanently changed to eliminate this interference problem . The homing system was tested successfully out to ranges ...
... distance for the shallow waters adjacent to Jolliffe Bay . Following these trials , the motor controller frequency was permanently changed to eliminate this interference problem . The homing system was tested successfully out to ranges ...
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