## 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 104

Two curves are shown , one

wave amplitude while the other ... Again , fin each case , two curves will be

shown

potential ...

Two curves are shown , one

**corresponds**to the full solution for the wavemakerwave amplitude while the other ... Again , fin each case , two curves will be

shown

**corresponding**to the inclusion or neglect of the evanescent interactionpotential ...

Page 178

The numero 1 results

Fig . 4 with the analytical second - order drift force derived momentum theory .

The numerical results demonstrate excele agreement with the analytical solution

...

The numero 1 results

**corresponding**to five different wave heights are comparerFig . 4 with the analytical second - order drift force derived momentum theory .

The numerical results demonstrate excele agreement with the analytical solution

...

Page 275

3 ( triaxial compression , direct simple shear and triaxial extension types of

loading )

of cyclic shear strengths

assumed ...

3 ( triaxial compression , direct simple shear and triaxial extension types of

loading )

**correspond**to Nogu . ... 3 ) Determine the mean and standard deviationof cyclic shear strengths

**corresponding**to the combination of shear strainsassumed ...

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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