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

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Page 154

DUAL Results for Stick - Model Without Relative Velocity Results for Stick - Model with Relative Velocity

DUAL Results for Stick - Model Without Relative Velocity Results for Stick - Model with Relative Velocity

**Considered**Without Rolativo Voloolty With Rolative Voloolty DYNAMIC RESPONSE OF A. Stick Model waves The objective of this ...Page 70

We

We

**considered**two possible representations of the random excitation: (1) a Fourier integral representation of the non-Gaussian process, and (2) a polynomial approximation. The systems**considered**in this exploratory work have one degree ...Page 190

In this equation , a , b and Io are the Weibull parameters which depend on the area of sea and they are

In this equation , a , b and Io are the Weibull parameters which depend on the area of sea and they are

**considered**uncertain . If a wave height is observed a day over k years , the distribution of observed maximum wave heights can be ...### What people are saying - Write a review

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### Contents

OCEAN WAVES AND ENERGY | 1 |

OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |

The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |

Copyright | |

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acceleration added amplitude analysis angle applied approach approximately assumed body boundary calculated coefficients compared Comparison components computed considered coordinate corresponding cylinder damping defined depth determined developed direction displacement distribution domain drag drift dynamic effects element Engineering equation estimate experimental experiments expressed field Figure floating flow fluid force frequency function given horizontal hydrodynamic incident included increase integral interaction joint length lift force linear loading 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