## 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 109

... linearised approximation for the separate drag force contributions in the version of the Morison equation for the in - line and transverse directions ( given by equations ( 7 ) and ( 8 )

... linearised approximation for the separate drag force contributions in the version of the Morison equation for the in - line and transverse directions ( given by equations ( 7 ) and ( 8 )

**respectively**) , based upon a minimisation of ...Page 182

... 2 are the random variables distributed statistically around their mean values for the inertia coefficient and the drag coefficient

... 2 are the random variables distributed statistically around their mean values for the inertia coefficient and the drag coefficient

**respectively**. The wave motion can be represented by the energy spectrum of the Bretschneider type .Page 230

y ( z ) = ( 1 + ķ ) + It is clear from inspection of the force terms F ( t ) and Fo ( t ) in equations ( 4 ) and ( 8 )

y ( z ) = ( 1 + ķ ) + It is clear from inspection of the force terms F ( t ) and Fo ( t ) in equations ( 4 ) and ( 8 )

**respectively**that the drag force contributions in these two expressions are non - linear with respect to water ...### 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 | |

26 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 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