## 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 122

From the measured water surface elevations , water surface spectrum ( realised )

, probability distribution of water surface elevation , wave height distribution are

From the measured water surface elevations , water surface spectrum ( realised )

, probability distribution of water surface elevation , wave height distribution are

**evaluated**. Velocity measurements also made at different depths with an ...Page 174

In both the formulation of the equivalent matrix system HX = B , and in the

can then be

F ...

In both the formulation of the equivalent matrix system HX = B , and in the

**evaluation**of the mean second ... The mean second order forces and momentscan then be

**evaluated**1 ( 12,1 ) using : 1 m PO I IsalŪ Adi - su 100lends Relbia -F ...

Page 36

Equation 18 contains the normal distribution function ♢(•) which has to be

Equation 18 contains the normal distribution function ♢(•) which has to be

**evaluated**for a suitable value of y. ...**Evaluate***(•) at the expected value of y b)**Evaluate**at the r.m.s value of y c)**Evaluate**$(-) at the equivalent value of y d)**Evaluate***(.### What people are saying - Write a review

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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 | |

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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