## 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 21

For uncontrolled modes , the nm - th transfer

in eq . ( 32 ) The variance of the vertical displacement response can be obtained

as 5 ? ( 33 ) , n = 0 m = 1 ACTIVE TENDON CONTROL IN THE FREQUENCY ...

For uncontrolled modes , the nm - th transfer

**function**can be obtained by Aw = 0in eq . ( 32 ) The variance of the vertical displacement response can be obtained

as 5 ? ( 33 ) , n = 0 m = 1 ACTIVE TENDON CONTROL IN THE FREQUENCY ...

Page 31

Moreover , the Green

" close ” to the shoreline and the is much simpler than the one used in panel

methods . With incident wave is short , very large deflections on the shore this ...

Moreover , the Green

**function**in the present method When the floating runway is" close ” to the shoreline and the is much simpler than the one used in panel

methods . With incident wave is short , very large deflections on the shore this ...

Page 46

... of long time series . The frequency response

coordinate for modal analysis or vertical displacement of arbitrary position .

Certainly , it is possible that a frequency response

tension of ...

... of long time series . The frequency response

**function**( W ) is principalcoordinate for modal analysis or vertical displacement of arbitrary position .

Certainly , it is possible that a frequency response

**function**corresponds to thetension of ...

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### Contents

VERY LARGE FLOATING STRUCTURE | 1 |

OMAE99OSU3057 | 9 |

OMAE99OSU3058 | 17 |

Copyright | |

21 other sections not shown

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