## 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 125

The ratio between the tow / wave basin depth ( 2.44 meters ) and demonstration

site depth ( 55 meters ) , equal to 1 / 22.5 , was chosen to be the

these tests . This yielded cage models with diameters less than one meter , which

...

The ratio between the tow / wave basin depth ( 2.44 meters ) and demonstration

site depth ( 55 meters ) , equal to 1 / 22.5 , was chosen to be the

**scale**factor forthese tests . This yielded cage models with diameters less than one meter , which

...

Page 140

The

LDPE ) with a wall thickness of 1.5 mm . Using proper scaling techniques , the

ideal modeled tubing would have a thickness of less than 0.04 mm . The larger

wall ...

The

**scale**model float rings were constructed of low - density polyethylene (LDPE ) with a wall thickness of 1.5 mm . Using proper scaling techniques , the

ideal modeled tubing would have a thickness of less than 0.04 mm . The larger

wall ...

Page 142

... 3.5 4 Time ( sec ) Figure 2 : Time series data for a 0.83 second wave ( 3.94

seconds full

the vertical coordinate measured upwards from the mean surface level , at a

specific ...

... 3.5 4 Time ( sec ) Figure 2 : Time series data for a 0.83 second wave ( 3.94

seconds full

**scale**) with a height of 6.00 cm ( 1.35 meters full**scale**) . where z isthe vertical coordinate measured upwards from the mean surface level , at a

specific ...

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### Contents

VERY LARGE FLOATING STRUCTURE | 1 |

OMAE99OSU3057 | 9 |

OMAE99OSU3058 | 17 |

Copyright | |

21 other sections not shown

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### Common terms and phrases

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 distance distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow 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 relative represented resonant respectively response robot scale shown shown in Fig shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind