## 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 154

DUAL Table 4 - Results for Stick - Model Without Relative Velocity DUAL Table 5

- Results for Stick - Model with Relative Velocity

RESPONSE OF A SPAR BUOY : AN EXPERIMENTAL /. Stick Model The

objective of this ...

DUAL Table 4 - Results for Stick - Model Without Relative Velocity DUAL Table 5

- Results for Stick - Model with Relative Velocity

**Considered**DYNAMICRESPONSE OF A SPAR BUOY : AN EXPERIMENTAL /. Stick Model The

objective of this ...

Page 83

Calculate the 9 ( nine ) section forces in the

. Calculate the local membrane and the bending stresses , using the influence

coefficients obtained in section 3 . 2 . The JONSWAP spectrum is adopted as a ...

Calculate the 9 ( nine ) section forces in the

**considered**K - joint , see section 3 . 2. Calculate the local membrane and the bending stresses , using the influence

coefficients obtained in section 3 . 2 . The JONSWAP spectrum is adopted as a ...

Page 190

In this equation , a , b and zo are the Weibull parameters which depend on the

area of sea and they are

day over k years , the distribution of observed maximum wave heights can be ...

In this equation , a , b and zo are the Weibull parameters which depend on the

area of sea and they are

**considered**uncertain . If a wave height is observed aday over k years , the distribution of observed maximum wave heights can be ...

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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