## 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 172

The rate of decrease in linear chain damping ( with increasing peak

higher for the JONSWAP formulation . ... The largest discrepancies occur at the

shortest peak

probable ...

The rate of decrease in linear chain damping ( with increasing peak

**period**) ishigher for the JONSWAP formulation . ... The largest discrepancies occur at the

shortest peak

**periods**for the MPM value of FX - turret : the computed mostprobable ...

Page 173

O It should be noted that a direct comparison of the maxima obtained with

Method I and Method II is not appropriate because of the following reasons :

Turret and anchor chain forces tend to decrease with increasing peak

Anchor ...

O It should be noted that a direct comparison of the maxima obtained with

Method I and Method II is not appropriate because of the following reasons :

Turret and anchor chain forces tend to decrease with increasing peak

**period**. OAnchor ...

Page 188

In this calculation , estimation of expected value with N year ' s return

made by using asymptotic distribution of maximum value of observed wave

height . Figures 3 ( a ) - ( c ) show the results from estimation by maximum

likelihood ...

In this calculation , estimation of expected value with N year ' s return

**period**weremade by using asymptotic distribution of maximum value of observed wave

height . Figures 3 ( a ) - ( c ) show the results from estimation by maximum

likelihood ...

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### Contents

OCEAN WAVES AND ENERGY | 1 |

OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING PART | 22 |

HYDRODYNAMIC FORCES | 33 |

Copyright | |

27 other sections not shown

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### Common terms and phrases

acceleration added amplitude analysis angle applied approach approximately assumed body boundary calculated coefficients combined compared Comparison components computed 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 included increase integral interaction joint length lift force linear load mass mean measured method mode mooring motion nonlinear observed obtained Ocean Offshore oscillating parameters peak period pile platform potential predicted presented problem random range ratio relative represent Research respectively response ship shown shows significant simulation solution spectrum speed storm structure surface surge Table tests theory values velocity vertical wave wave height wind