## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |

### From inside the book

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Page 19

The tendon stress per unit area of the Boating structure is

kd5 ( r , 0,1 ) , ( 1 ) in which is time , kd is the mooring stiffness per unit area and 5

( 7,0,1 ) is the vertical displacement from the initial position . An active tendon ...

The tendon stress per unit area of the Boating structure is

**given**by Palr , 0,1 ) =kd5 ( r , 0,1 ) , ( 1 ) in which is time , kd is the mooring stiffness per unit area and 5

( 7,0,1 ) is the vertical displacement from the initial position . An active tendon ...

Page 20

( 17 ) modal control force vector ( 1 × 200 ) , and s ( l ) is the modal force vector ( 1

× 200 ) , respectively ,

GAIN : A = B = D : ( 1la , b , c ) > B. nm 1 . D : In an optimal control , the control ...

( 17 ) modal control force vector ( 1 × 200 ) , and s ( l ) is the modal force vector ( 1

× 200 ) , respectively ,

**given**by Aoi 0 Bol DOL DETERMINATION OF CONTROLGAIN : A = B = D : ( 1la , b , c ) > B. nm 1 . D : In an optimal control , the control ...

Page 33

The last three terms are the virtual - mass force component w ( 2 , y , z ) are

in terms of the mean velocity experienced by the plate in vertical motion .

potential ( 1 , y ) ( see Kim and Ertekin ( 1999 ) ) : Along the juncture boundary , J

, the ...

The last three terms are the virtual - mass force component w ( 2 , y , z ) are

**given**in terms of the mean velocity experienced by the plate in vertical motion .

potential ( 1 , y ) ( see Kim and Ertekin ( 1999 ) ) : Along the juncture boundary , J

, the ...

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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