## 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 69

Proceedings of OMAE99 , 18th International Conference On Offshore Mechanics

and Arctic Engineering July 11-16 , 1999 , St. Johns , Newfoundland , Canada

OMAE99 / OSU - 3256 Earthquake - induced

cylindrical ...

Proceedings of OMAE99 , 18th International Conference On Offshore Mechanics

and Arctic Engineering July 11-16 , 1999 , St. Johns , Newfoundland , Canada

OMAE99 / OSU - 3256 Earthquake - induced

**hydrodynamic**pressure ofcylindrical ...

Page 71

Here , the

without 2h water . Core Coon Cpr and are non - dimensional coefficients ; h , Cp /

a , and hcpa are equivalent mass coefficients of

...

Here , the

**hydrodynamic**pressure is solved with first order mode of structurewithout 2h water . Core Coon Cpr and are non - dimensional coefficients ; h , Cp /

a , and hcpa are equivalent mass coefficients of

**hydrodynamic**pressure for rigid...

Page 73

CONCLUSIONS , Curve 4 is Fri ( D ) , straight line is F , corresponding to infinite

straight wall ( 1 ) The seismic

cylindrical structure in extreme shallow water can be calculated by the formula of

infinite ...

CONCLUSIONS , Curve 4 is Fri ( D ) , straight line is F , corresponding to infinite

straight wall ( 1 ) The seismic

**hydrodynamic**pressure of ( Dkx = D1 = 1 ) .cylindrical structure in extreme shallow water can be calculated by the formula of

infinite ...

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### Contents

VERY LARGE FLOATING STRUCTURE | 1 |

OMAE99OSU3057 | 9 |

OMAE99OSU3058 | 17 |

Copyright | |

21 other sections not shown

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