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 127
... scale values very different from the surroundings . The movement of the chosen gray - scale values can then be used to infer planar motion ( Swift et al . , 1997 ) . Input Parameters For the towing tests , the carriage was set to ...
... scale values very different from the surroundings . The movement of the chosen gray - scale values can then be used to infer planar motion ( Swift et al . , 1997 ) . Input Parameters For the towing tests , the carriage was set to ...
Page 140
... scale models of a gravity - type fish cage and a single spar , high tension mooring as shown in Fig . 1. The ratio between the wave basin depth ( 2.44 meters ) and site depth ( 55 meters ) , equal to 1 / 22.5 , was chosen to be the scale ...
... scale models of a gravity - type fish cage and a single spar , high tension mooring as shown in Fig . 1. The ratio between the wave basin depth ( 2.44 meters ) and site depth ( 55 meters ) , equal to 1 / 22.5 , was chosen to be the scale ...
Page 142
... scale model test using a 0.83 second wave ( 3.94 seconds full scale ) with a height of 6 cm ( 1.35 meter full scale ) are shown on Fig . 2. The heave , pitch , and surge represent the response to surface elevation displacement , wave ...
... scale model test using a 0.83 second wave ( 3.94 seconds full scale ) with a height of 6 cm ( 1.35 meter full scale ) are shown on Fig . 2. The heave , pitch , and surge represent the response to surface elevation displacement , wave ...
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