## 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 63

The equivalent K. number method the hydrodynamic coefficients

regular wave test for the corresponding Ke number . Good correlations between

the predicted wave force spectra and the measured wave force spectra were ...

The equivalent K. number method the hydrodynamic coefficients

**obtained**from aregular wave test for the corresponding Ke number . Good correlations between

the predicted wave force spectra and the measured wave force spectra were ...

Page 117

The drag coefficient for the determination of the damping force at time step is

determined from the table of the drag coefficient

parameters of the temporary Ured and K.C .. The damping coefficient is then

The drag coefficient for the determination of the damping force at time step is

determined from the table of the drag coefficient

**obtained**in the test and theparameters of the temporary Ured and K.C .. The damping coefficient is then

**obtained**by ...Page 51

m density function is . and m2 and no m's are zeroth and second spectral

moment's respectively ff x and y random Gaussian variables and may be easily

: m P ...

m density function is . and m2 and no m's are zeroth and second spectral

moment's respectively ff x and y random Gaussian variables and may be easily

**obtained**from the properties of spectrum . The corresponding probability given as: m P ...

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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