## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 160

... and the irregular wave amplitude z ( t ) ,

and T2 ( n ) are the linear and the quadratic wave - force transfer functions ,

wave ...

... and the irregular wave amplitude z ( t ) ,

**respectively**. The quantities Ti ( n )and T2 ( n ) are the linear and the quadratic wave - force transfer functions ,

**respectively**. Considering the time delay between wave measurement and actualwave ...

Page 18

The statistical distribution parameters , i.e. Un and a , corresponding to the

Central NS are 7.75 ( m ) and 1.2987 ,

Hmo > 7m in a period of 29 years . This gives an expected number of storms

during one ...

The statistical distribution parameters , i.e. Un and a , corresponding to the

Central NS are 7.75 ( m ) and 1.2987 ,

**respectively**. There were 94 storms withHmo > 7m in a period of 29 years . This gives an expected number of storms

during one ...

Page 19

In the case of multi - directional waves the mean value and standard deviation

were estimated to 0.88 and 0.30 ,

is explicitly taken into consideration by treating this quantity as a Class I random ...

In the case of multi - directional waves the mean value and standard deviation

were estimated to 0.88 and 0.30 ,

**respectively**. The effect of increased diameteris explicitly taken into consideration by treating this quantity as a Class I random ...

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### Contents

Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind