## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |

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Page 117

NUMERICAL

to Figure 4 show comparisons of magnification factor of absolute acceleration by

NUMERICAL

**CALCULATION**AND EXPERIMENTAL RESULTS Figure 2 throughto Figure 4 show comparisons of magnification factor of absolute acceleration by

**calculated**values and experimental data for HP 1 model . The**calculating**and ...Page 118

Two solid lines of

factors 0 . 01 and 0 . 02 ) have peaks clearly at near 36 Hz . But the resonance

peak of experimental data can not be observed near here , therefore damping

factor ...

Two solid lines of

**calculated**values of response magnification factor ( dampingfactors 0 . 01 and 0 . 02 ) have peaks clearly at near 36 Hz . But the resonance

peak of experimental data can not be observed near here , therefore damping

factor ...

Page 189

The relation between the wall thickness t and wave period T is

parameter which is the design wave height HD . 2 . The relation between Ho and

t is

The relation between the wall thickness t and wave period T is

**calculated**with aparameter which is the design wave height HD . 2 . The relation between Ho and

t is

**calculated**by finding maximum values of the demanded wall thickness for ...### What people are saying - Write a review

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### Contents

OCEAN WAVES AND ENERGY | 1 |

OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING PART | 22 |

HYDRODYNAMIC FORCES | 33 |

Copyright | |

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### Common terms and phrases

acceleration amplitude analysis angle applied approach approximately assumed body boundary calculated coefficients compared Comparison components computed condition considered coordinate corresponding cylinder damping defined depth determined developed direction displacement distribution domain drag drift dynamic effects element Engineering equation estimated experimental experiments expressed field Figure floating flow fluid force frequency function given horizontal hydrodynamic incident increase integral interaction irregular waves joint length lift force linear loading mass mean measured method mode mooring motion nonlinear observed obtained Ocean Offshore oscillating parameter peak period pile platform potential predicted presented probability problem random range ratio relative represents Research respectively response runup ship shown shows significant simulation solution spectrum speed storm structure surface surge Table tests theory values velocity vertical wave wave height wind