## 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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Results 1-3 of 73

Page 314

From the experimental data of CD ( B ) and C ( B ) for various wind speeds , Eqs .

8 and 9 can be

data . Considering the motion is restrained in wi direction , one may then study

the ...

From the experimental data of CD ( B ) and C ( B ) for various wind speeds , Eqs .

8 and 9 can be

**expressed**as polynomials of tan B to best fit the experimentaldata . Considering the motion is restrained in wi direction , one may then study

the ...

Page 139

The fluctuating forces are

damping matrix ( 6x6 ) is

analysis show good agreement with the time - domain simulation . For the ...

The fluctuating forces are

**expressed**in terms of the variance of the ... The viscousdamping matrix ( 6x6 ) is

**expressed**by i ) The results from the frequency - domainanalysis show good agreement with the time - domain simulation . For the ...

Page 269

This model determins the statistical crack front length effect through the failure

probability

function of the crack depth t and the width of the notch tip zone at the plate

surface : P5 ...

This model determins the statistical crack front length effect through the failure

probability

**expression**: Assuming the ... Pig 3 ) can be**expressed**as a linearfunction of the crack depth t and the width of the notch tip zone at the plate

surface : P5 ...

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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